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CNEW2005-03884, 05-3885
os3��f Os— 3s� Date 1 6 Permit # i Project Name 7T4_y6c � (S CL1e COMMERCIAL CO Planning (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Molly Hitchcock, Trey Fletcher) Bridgette George Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumppurs, William Ethridge) Environmental Services X (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department 0-11-1 (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage �j��• (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services lJ'� (Tony Michalsky) Miscellaneous Notes M I, the undersigned, do hereby certify that the above Notice of Meeting of the Planning and Zoning Commission of the City of College Station, Texas, is a true and correct copy of said Notice and that I posted a true and correct copy of said notice on the bulletin board at City Hall, 1101 Texas Avenue, in College Station, Texas, and the City's website, www.cstx.gov. The Agenda and Notice are readily accessible to the general public at all times. Said Notice and Agenda were posted on January _, 2006, at and remained so posted continuously for at least 72 hours preceding the scheduled time of said meeting. This public notice was removed from the official posting board at the College Station City Hall on the following date and time: by Dated this day of , 2006. CITY OF COLLEGE STATION, TEXAS By. Subscribed and sworn to before me on this the day of , 2006. Notary Public- Brazos County, Texas My Commission expires: This building is wheelchair accessible. Handicap parking spaces are available. Any request for sign interpretive service must be made 48 hours before the meeting. To make arrangements call (979) 764-3517 or (TDD) 1-800-735-2989. Agendas may be viewed on www.estx.gov. Planning and Zoning Commission meetings are broadcast live on Cable Access Channel 19. Benjamin McCarty - Re: Calling for CO @ 1045 Texas Ave Raising Canes) Page 1 From: Donnie Willis To: McCarty, Benjamin Date: 4/25/2006 1:15:32 PM Subject: Re: Calling for CO @ 1045 Texas Ave (Raising Canes) I OK'ed the CO this morning. Donnie R. Willis, CFM Drainage Inspector 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> Benjamin McCarty 04/25/06 12:01 PM >>> Donnie, Could you check on the removal of the silt in the parking lot, contractor says it clean. Thank you, Benjamin McCarty'00 Commercial Plans Examiner City of College Station 1101 Texas Avenue College Station, TX 77842 979.764.3570 >>> Donnie Willis 4/21/2006 2:06 PM >>> No for CO. I spoke with the Site Superintendent: Need to clean parking lot and remove silt build up where the roll off box was located. Donnie R. Willis, CFM Drainage Inspector 979-764-6375 office 979-229-7632 cell dwillis cstx.Qov >>> Brittany Korthauer 04/21/06 8:12 AM >>> Are there any issues? BP# 05-3884 Brittany Korthauer CSR-Planning & Development City of College Station P.O. Box 9960 College Station, TX 77842 979.764.3570 Benjamin McCa - Re: Calling for,:�0 C�1045 Texas Ave Raisin Canes Page 1 From: Eaphrame Thomas To: Benjamin McCarty Date: 4/25/2006 1:32:44 PM Subject: Re: Calling for CO @ 1045 Texas Ave (Raising Canes) YES SIR JUST RECEIVE ON TODAY IN MAIL. THEY ARE GOOD WITH ENVIRONMENTAL SERVICES. NO ISSUES Eaphrame A. Thomas Environmental Technician City of College Station Public Utilities and Environmental Services 9.79.764.6342 Have A Bless Day! >>> Benjamin McCarty 4/25/2006 11:57 am >>> Have you received the test report for the lawn irrigation, and are they good for a CO. Benjamin McCarty'00 Commercial Plans Examiner City of College Station 1101 Texas Avenue College Station, TX 77842 979.764.3570 >>> Eaphrame Thomas 4/21/2006 2:51 PM >>> No for C.O. Need test report for lawn irrigation and they also need to put handles back upstream valve and down stream valve on backflow devices. Eaphrame A. Thomas Environmental Technician City of College Station Public Utilities and Environmental Services 979.764.6342 Have A Bless Day! >>> Brittany Korthauer 4/21/2006 8:12 am >>> Are there any issues? BP# 05-3884 Brittany Korthauer CSR-Planning & Development City of College Station P.O. Box 9960 College Station, TX 77842 979.764.3570 Brittany Korthauer - Raisin Cane's,-4� 1 From: Jerry Duffey To: Benjamin McCarty; Date: 4/24/2006 2:51 pm Subject: Raisin Cane's Howdy, Brittany Korthauer; Chris H... Good thru fire ............................. Brittany Korthauer - Re: Calling for CO @ 1045 Texas Ave (Raising Canes) Pagel .. . From: John Logan To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Br... Date: 4/21/2006 8:19 am Subject: Re: Calling for CO @ 1045 Texas Ave (Raising Canes) Engineering is ok. Brittany Korthauer - Re: Calling for CO @ 1045 Texas Ave (Raising Ones) ,; 1 From: Tony Michalsky To: Brittany Korthauer Date: 4/21/2006 3:37:52 pm Subject: Re: Calling for CO @ 1045 Texas Ave (Raising Canes) ok with us >>> Brittany Korthauer 04/21/06 8:12 AM >>> Are there any issues? BP# 05-3884 Brittany Korthauer CSR-Planning & Development City of College Station P.O. Box 9960 College Station, TX 77842 979.764.3570 WF0731755 / 001 City of Col'lege"Station PAGE 1 REQ. DATE: 12/20/05 12/20/05 14:07:20 LOCATION: 1045 TEXAS AVE LOC ID: 118404 REQUESTOR: MAPP CONSTRUCTION ORIGIN:" CUSTOMER -WALK IN REQ. USER: KWOLFE . AUTH. USER: KWOLFE WORK TYPE: ROUT 6" SWR TAP 1" WTR TAP TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 12/20/05 SCHED COMPLETION: 12/20/05 ******************************************************************************** JOB ORDER RESULT COMMENTS 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 . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning 5/30/06 194000-0030-0150 1045 TEXAS AVE COLLEGE STATION TX 77840 COLLEGE HILLS COLLEGE HILLS, BLOCK 3, LOT 15 R GENERAL COMMERCIAL Owner . . . . . . . . . WILCOX FAMILY LIVING TRUST Contractor . . . . . . MAPP CONSTRUCTION, LLC 225 757-0111 Application number 05-00003884 000 000 Description of Work COMMERCIAL, AMUSEMENT/SOCIAL/RECREATION Construction type . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . ASSEMBLY (IBC) Flood Zone . . . . . . Approved Building fficial VOID UNLESS SIGNED BY BUILDING OFFICIAL I City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . Property Address Subdivision Name Legal Description Property Zoning 5/24/06 5/31/06 194000-0030-0150 1045 TEXAS AVE COLLEGE STATION TX 77840 COLLEGE HILLS COLLEGE HILLS, BLOCK 3, LOT 15 R GENERAL COMMERCIAL Owner . . . . . . . . . WILCOX FAMILY LIVING TRUST Contractor . . . . . . MAPP CONSTRUCTION, LLC 225 757-0111 Application number 05-00003884 000 000 Description of Work COMMERCIAL, AMUSEMENT/SOCIAL/RECREATION Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . ASSEMBLY (IBC) Flood Zone . . . . . . Special conditions . . INSTALL BIKE RACK. Approved . . . . . . Building O ficial VOID UNLESS SIGNED BY BUILDING OFFICIAL Brittany Korthauer - Re: Calling for CO @ 2706 Texas Ave S (Auto Zone)1 f From: Eric Dotson To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Br... Date: 4/26/2006 4:05:47 pm Subject: Re: Calling for CO @ 2706 Texas Ave S (Auto Zone) Good through fire. Eric Dotson Deputy Fire Marshal College Station Fire Department edotson@cstx.gov (979)764-3709 (979)764-3705 >>> Brittany Korthauer 04/21/06 9:53 AM >>> Are there any issues?? BP# 05-3857 Thanks Brittany Korthauer CSR-Planning & Development City of College Station P.O. Box 9960 College Station, TX 77842 979.764.3570 Brittany Korthauer - Re: Calling for CO @ 1045 Texas Ave (Raising Canes) 1 From: Donnie Willis To: Korthauer, Brittany Date: 4/25/2006 8:07:44 am Subject: Re: Calling for CO @ OK with Drainage for CO. Donnie R. Willis, CFM Drainage Inspector 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov 1045 Texas Ave (Raising Canes) >>> Brittany Korthauer 04/21/06 8:12 AM >>> Are there any issues? BP# 05-3884 Brittany Korthauer CSR-Planning & Development City of College Station P.O. Box 9960 College Station, TX 77842 979.764.3570 Brittany Korthauer - Re: Calling for CO @ 1045 Texas Ave (Raising Canes) 1 From: Steve Smith To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Br... Date: 4/21/2006 10:48:08 am Subject: Re: Calling for CO @ 1045 Texas Ave (Raising Canes) Still need hood test. NO for CO at this time >>> Brittany Korthauer 04/21/06 8:12 AM >>> Are there any issues? BP# 05-3884 Brittany Korthauer CSR-Planning & Development City of College Station P.O. Box 9960 College Station, TX 77842 979.764.3570 ?Brittany Korthauer - Re: Calling for CO @ 1045 Texas Ave (Raising Canes) 1 From: Steve Smith To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Br... Date: 4/21/2006 8:17 am Subject: Re: Calling for CO @ 1045 Texas Ave (Raising Canes) Still need Hood test. NO for CO >>> Brittany Korthauer 04/21/06 8:12 AM >>> Are there any issues? BP# 05-3884 Brittany Korthauer CSR-Planning & Development City of College Station P.O. Box 9960 College Station, TX 77842 979.764.3570 PREPARED 4/21/06, 8:02:38 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 4/21/06 ------------------------------------------------------------------------------------------------ ADDRESS . : 1045 TEXAS AVE SUBDIV: COLLEGE HILLS TENANT, NBR: RAISING CANES CONTRACTOR MAPP CONSTRUCTION, LLC PHONE : (225) 757-0111 OWNER WILCOX FAMILY LIVING TRUST PHONE PARCEL 194000-0030-0150 APPL NUMBER: 05-00003884 COMMERCIAL, AMUSEMENT/SOCIAL/RECREATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B110 01 2/10/06 JGM BLDG, FOUNDATION -GRADE BEAM TIME: 17:00 2/10/06 AP February 9, 2006 3:23:00 PM bkorthauer footings B100 01 2/14/06 DS BLDG, FOUNDATION -SLAB TIME: 17:00 2/14/06 AP February 14, 2006 10:04:19 AM bkorthauer late afternoon B115 01 3/10/06 DS BLDG, FRAMING TIME: 17:00 3/10/06 AP March 10, 2006 2:15:56 PM bkorthauer March 10, 2006 2:19:22 PM kwolfe B130 01 3/10/06 DS BLDG, INSULATION TIME: 17:00 3/10/06 AP March 10, 2006 10:37:02 AM bkorthauer March 10, 2006 2:19:29 PM kwolfe B125 01 4/2 /0 BI_ BLDG, FINAL TIME: 17:00 ril 20, 2006 3:37:40 PM bkorthauer A------ COMMENTS AND NOTES-------------------------------------- PREPARED 4/21/06, 8:02:38 INSPECTION TICKET PAGE 18 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 4/21/06 ------------------------------------------------------------------------------------------------ ADDRESS . : 1045 TEXAS AVE SUBDIV: COLLEGE HILLS TENANT, NBR: RAISING CANES CONTRACTOR WAKEFIELD SIGN SERVICE PHONE (979) 764-9339 OWNER WILCOX FAMILY LIVING TRUST PHONE PARCEL 194000-0030-0150 APPL NUMBER: 06-00000767 SIGN PERMIT PERMIT: SIGN 00 SIGN PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 5100 01 4/21/06 BI SIGN, FINAL TIME: 17:00 April 20, 2006 1:43:03 PM kwolfe -------------------------------------- COMMENTS AND NOTES-------------------------------------- Date: 4/21 /2006 Inspection Comments for Finals Permit Year: 5 Permit Number: 3884 Address: 1045 TEXAS AVE Type Inspection Type Code Description status Inspection Result Comments B115 BLDG, FRAMING IC March 10, 2006 2:19:22 PM kwolfe B130 BLDG, INSULATION IC March 10, 2006 2:19:29 PM kwolfe M100 MECH, ROUGH IN IC 03/02/2006 09:09 AM DS PDA M100 MECH, ROUGH IN IC duct seal only ok to insulate duct M105 MECH, CEILING COVER UP IC March 8, 2006 8:06:55 AM kwolfe P100 PLBG, ROUGH IN IC February 10, 2006 1:43:51 PM kwolfe P100 PLBG, ROUGH IN IC 02/17/2006 08:03 AM JGM PDA P100 PLBG, ROUGH IN IC and sewer line P125 PLBG, FINAL IC January 20, 2006 2:52:39 PM kwolfe Page 1 WF0741853 / 001 City of College Station PAGE 1 REQ. DATE: 01/24/06 01/24/06 14:31:33 LOCATION: 1045 TEXAS AVE LOC ID: 118404 REQUESTOR: MAPP CONSTRUCTION, LLC ORIGIN: CUSTOMER -WALK IN REQ. USER: KWOLFE AUTH. USER: KWOLFE WORK TYPE: ROUT TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 01/24/06 SCHED COMPLETION: 01/24/06 ******************************************************************************** JOB ORDER RESULT CONIlV=S COPIES DESCRIPTION 3 Full Scale "For Permit" Documents 1 Plan Review Application 1 Set of Prototype 26 Exterior Photographs REMARKS Please see the attached for your review. Should you have any questions please contact us. Thank you, Casey S. Anderson CSRS, Inc. 6767 Perkins Rd., Suite 200 Baton Rouge, LA 70808 Tele: 225-769-0546 ext. 250 Fax: 225-767-0060 www.csrsonline.com Transmittal i----------------------------------------- TO City of College Station 1101 Texas Ave College Station, TX 77840 PH (979) 764-3570 ------------------------------------------ ATTENTION Mr. Lance Simms ------------------------------------------------ DATE October 28, 2005 ----------------------------------------------- PROJECT NAME Raising Cane's #38 - Hwy. 6, College Station, TX: ----------------------------------------- PROJECT NUMBER 25058.00 ----------------------------------------- FROM Casey Anderson --------- ------------------------------- WE ARE SENDING Attached VIA Airborne ----------------------------------------- cc Brad Sanders CSRS, Inc. 6767 Perkins Road, Suite 200 Baton Rouge, LA 70808 PH 225.769.0546 Fx 225.767.0060 www.csrsonline.com CITY OF COLLEGE STATION Planning d Development Services APPLICATION FOR BUILDING'PkMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE �OLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV fte Use Only DATE: Forn,(�1�T,RCC REG APPLICATION # Vy _23 TEMP POLE # �J ✓� ADDRESS/LOCATION: 1045 Texas Avenue LOT 15R BLOCK 3 SUBDIVISION COLLEGE HILLS ESTATES SEC/PH BUSINESS/OWNER NAME: Raising Canes Restaurants, LLC PHONE: 225-383-7400 CONTRACTOR/HOMEOWNER: MAPP Construction PHONE: 2?-'757-0111 CONTRACTOR ADDRESS: PO BOX 80627 BATON ROUGE, LA 70898 l�n �qLs —a(-S 669 ELECTRICIAN: TBD PLUMBER: TBD HVAC: TBD GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: Demolition of existing parking and building. New Building and Site Construction STRUCTURE USE: Restaurant HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: f TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ A6803420 VALUATION: $ 800,000.00 TOTAL AREA:3,530 SF HEATED AREA: (Cost of Labor and Materials) FX PUBLIC SEWER NUMBER OF BEDROOMS: ❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 2 . FX SEWER TAP: G I" INTERIOR WALL T E- SIZE FX WATER TAP: t EXTERIOR WALL P �J :EM%5 I (J- SIZE OTHER TAP: FOUNDATION TYP SIZE ` �X TEMP POLE ROOF TYPE: REGICTC:0 GARAGE TYPE: SINGLE F__1 DOUBLE F__j TRIPLE ATTACHED a DETA HED CARPORT 5, J SIGNATURE OF APPLICANT: *If proposed work involves new Comm rcial construction or facade improvements/renovations to an existing commercial property, building elevat-ons are required. Official Use Only �Ments: OK De-r TReeye5 r NO 4P r � O OL .�-77 -Y'Was" r�I =7 t CITY OF COLLEGE STATION Ff I wi�l ,/Q�G In wr.TTis+C t9 0 { CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: I I Z 8/o S- # of pages including cover: Z If you did not ro6eivea. complete fax, please call our office immediately for a new transmittal. TO: GGS�y r�glrrs o r� FAX: 767-0060 RE: iza 5,,� � �u H e 's ( O L/ s Te x'a .5 - 5-1. A'." r �^ FROM: e v, plc G u y T' COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent (I For your review ❑ Replay ASAP ❑ FYI CITY OF COLLEGE STATION Planning er Development Services November 8, �• _ Re: Raising Cane's- 1045 Texas Ave Dear, Raising Cane's Restaurants, LLC I have completed the plan review for the above referenced project and have the following "' comments. The plan review is based on the 2003 International Codes, the 2002 National Electrical Code and our local amendments. Where appropriate, I have included the applicable code sections. 1. Submit energy code compliance report for mechanical equipment and building envelope in compliance with 2003 International Energy Conservation Code. 2. Need to provide interior signage and location information to comply with sections 703 of the ICC/ ANSI Al 17.1-1998. 3. Submit statement of special inspections, including a complete list of materials and work requiring special inspections, the inspections to be performed and a list of the individuals, approved agencies or firms intended to be retained for conducting such inspections. (See Section 1704.1.1, 2003 IBC). 4. Need to submit locations and identify hazardous area requiring safety glazing to comply with section 2406 of the 2003 International Building Code. 5. Need to provide exit discharge lighting with emergency power to comply with section 1006.3 of the 2003 International Building Code. 6. Submit details on condensate disposal and their location/ destination of drains to comply with 307 of the International Mechanical Code. 7. Need to provide information addressing means of egress for all exterior doors and rear gate to comply with section 1008.1.8.3 of the 2003 International Building Code. '�- 8. Need to provide information addressing all wood wall and ceiling finishes to comply with section 803 of the International Building Code. 9. Need a GFCI outlet on roof per rooftop unit for maintenance to comply with the International Mechanical Code. The review does not include any civil or zoning issues or NRA requirements of the Unified Development Ordinance. Please respond to the plan review comments at your convenience. Three sets of plans addressing these issues will be required. Should you have any questions, contact me at 979-764-3570. Thank you, Ben McCarty Plans Examiner P.O. BOX 9960 • 1 lol TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3570 W.«. www.csb(.gov TRANSMISSION VERIFICATION REPORT DATE J I ME FAX NO./NAME DURATION PAGE(S) RESULT MODE TIME 11/07/2005 20:57 NAME COCS DEVELOPMENT SER FAX 9797643496 TEL 9797643570 SER.# BROE2J341073 11/07 20:57 912257670060--170 00: 00: 40 02 OK STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South,, PO Box 9960 . College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: I I Z W—P- r # of pages including cover. 2 If you did not t eive a complete fax please cell our office immediaWy for anew transmittal. To:� A 4Wrrs _ FAX: COMPANY: RE: f�A�5•�vt� �rnGr5 —1DW7 Tcc4s At.c !le. 5-A.".7 CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: I 1I gl o S- # of pages including cover: 7— If you did not receive a complete fax, please call our office immediately for anew transmittal. TO: 9 i L K FAX: z z s- 3 a 3 - '2 y o y COMPANY: NA,$i09 64tie'5 LLG RE: FROM: 13 e h �l� COMPANY: City City of College Station, Development Services REMARKS: ❑ Urgent Z For your review ❑ Replay ASAP ❑ FYI TRANSMISSION VERIFICATION REPORT DATE DIME FAX NO./NAME DURATION PAGE(S) RESULT MODE TIME 11/07/2005 16:01 NAME COCS DEVELOPMENT SER FAX 9797643496 TEL 9797643570 SER.# BROE2J341073 11/07 16:01 912253837404--170 00: 00: 34 02 OK STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SER.V'ICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77542 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SKEET Date: I 1 $ o 5- # of pagcs includijIg covex:� Ifyou did not =cive a complete fax, please MU Our office immedfatelyfor a ,near transmittal TO: 9 (`G K COMPANY: K S; oq. G a4j a "S RE: FROM: Ise P7 APG Gry FAX:_ 2 5' , 3?-3 - 7 y 0 q effa6me gmts Z.&C. A" r �67 - pa City of College Station �` ' L2 s0060 e of (114VOY- Building Inspection Department g PLANS EXAMINATION REPORT Address: ( D Y5- xa s A✓ern k t Date: /I/ H/of Project Name: e's — Drawing Number Code Ref. Number Questions or Comments 10(o. 2 Site ��aH 17o/ c D6,,- P eHT.k, NoBCKe�s the Z- Q✓�w+Zre— pOM I^GLr✓ Lmwv 4t A*Af j GG f7O P® p-/+ �'�G (K t0/� S . �w �s' Q H C �JO✓`f S�eer-6,—1 Z yob /r," ��6 i l� OGR T7�OH f ib ✓ 5 4T Q Z u5/ A- ►��. S; ham. I of 0 70 3 A-U, 'voo D 1 NCR/c X PiAW S m V5 -r d E fl/AC- R X rAAb,+Alr ?krk oob LG.G w.d�lVsGo3- C 'e tr G h c loaC- �L �•� n �' Received by: Date: PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES PAGE NO. Plan Review Worksheets........................................................................ 1 General Requirements......................................................................... 8 Structural Design............................................................................. 13 Foundations................................................................................ 19 Construction Materials......................................................................... 20 High -Rise Buildings........................................................................... 22 Assembly Occupancy Requirements.............................................................. 24 Business Occupancy Requirements............................................................... 28 Educational Occupancy Requirements............................................................ 31 Factory, Mercantile and Storage Occupancy Requirements ............................................. 34 Hazardous Occupancy Requirements............................................................. 40 Institutional Occupancy Requirements............................................................. 44 Residential Occupancy Requirements............................................................. 48 Utility and Miscellaneous Occupancy Requirements.................................................. 52 Mechanical Requirements...................................................... .............. 53 Plumbing Requirements....................................................................... 57 Fuel Gas Requirements........................................................................ 59 PLAN REVIEW 2000 International Codes M. In0KS 7--e )Ca S Ave. PROJECT RCt'Si r !j 6 avie PLAN REVIEW NO. �S' 38gy JURISDICTION DATE BUILDING DESCRIPTION FIRE DISTRICT G YES NO OCCUPANCY GROUP CONSTRUCTION TYPE: VA Documentation Submitted Site Plan Date Specifications Date Soils Report Sheets Date Structural Calculations Sheets Date Building Design Plans Sheets Date Life Safety Plans Sheets Date Building Design Plans (Structural) Pages Date Structural Calculations Pages Date Mechanical Plans Pages Date Plumbing Plans Pages Date Fuel Gas Plans Pages Date Electrical Plans Pages Date Sheets thru Sheets thru Fire Protection System Sheets Drawings Date Fire Protection System Calculations Date Energy Conservation Calculations Date thru thru thru thru thru thru Sheets thru Sheets A-2 Sealed by Registered Design Professional C? K State and Registration Number 2000 Plan Review Forms Page 1 of 60 PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO. Occupancy groups Minimum Construction type PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 ALLOWABLE AREA if mixed occupancy (separated and nonseparated) Main use MIXED OCCUPANCY - NONSEPARATED USES (302.3.2) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. MIXED OCCUPANCY - SEPARATED USES (302.3.3) For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. Actual Area of Occupancy" A" Actual Area of Occupancy" B" Allowable Area of Occupancy" A" + Allowable Area of Occupancy" B" < I Story No. Description and Use (A) Building Area Per Story On Plans (B) Table 503 5 Area (C) Area for Open Space Increase' u x 1 100 (D) Area for Sprinkler Increase' u x. 100 (E) Allowable Area (B) + (C) = (D) or Unlimited 3 (F) Maximum Building Area ° I A-2, 3 53 0 (900 0 0 vpen space area increases from section bub.z are computed thus: a. Perimeter which fronts a public way or open space having 20 feet open minimum width = (F) b. Total Building Perimeter = (P) c. Ratio (F/P) _ (F/P) d. W = Minimum width of public way. _ (W) e. Percent of frontage increase I, = 100 (F/P - .25) x W/30 'The sprinkler increase per Section 506.3 is as follows: a. multistory building 1. = 200 percent b. single story building Is = 300 percent 3Unlimited area applicable under conditions of sections Group B, F, M. S, A4 (507.1. 507.2. 507.3, 507.5); Group E (507.7); Group A motion picture (507.8); Malls (402.6); and H-2 aircraft paint hangers (507.6). 4-Maximum Building Area (F) = total number of stories in the building x E but not greater than 3 x E. 5The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towers must comply with 412.1.2. 2000 Plan Review Forms Page 2 of 60 O X S m N PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO. PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 (continued) ALLOWABLE HEIGHT ALLOWABLE (Table 503) INCREASE FOR SPRINKLERS SHOWN ON PLANS O.K., COMMENT Type of Construction Type V 6 Type ✓ DI< Building Height in Feet' . 2 4 • � 9 • 10. 12 Feet_ � 0 Feet = H + 20' = "- � Feet Z /0 0 Building Height in Stories'• 4, a 6.1. e. 9. 10. 11, 12.13 Stories Stories + 1 = Stories 'See definition "Height, Building" (Section 502) 2See Height Modifications, (Section 504 and 508) 'See definition "Story' (Section 502) 4Automatic Sprinkler Increase (Section 504.2) 5Meaanine Exception (Section 505.1) SBasements Exception (Section 503.1.1) 'Penthouse story exception (Section 1509.2) SFor mixed occupancies (nonseparated uses), compare the allowable height in stories for the main occupancy to the actual building height in stories, than check for all other occupancies to ascertain that no occupancy is located at a story height greater than allowed by Table 503 for that occupancy. (Section 302.3.2) gHazardous H-2, and H-3 story limitations (Section 415.5) 10Special industrial occupancies (Section 503.1.2) "Unlimited height for B, M, R occupancies (Section 508.4) 12Residential R-2 height increase (Section 508.6, 508.7) "Group S-2 enclosed parking garages (Section 508.2) and parking garages (Section 406.3.5, 406.4.1) PLAN CHECK NOTES AND COMPUTATIONS: 2000 Plan Review Forms Page 3 of 60 PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO. PLAN REVIEW WORKSHEET CONSTRUCTION TYPE: 1/ 6 FIRE PROTECTION R UIREMENTS TABLE 601 Fire -Resistance Rating RegUtrem r uilding Elements (hours) BUILDING ELEMENT RATING RATING O.K., REQUIRED d PROVIDED COMMENT or NIA Structural frame a, b Including columns, girders, trusses b K Bearing walls Exterior r Interior b Nonbearing walls and partitions Exterior See Table 602 K Interior a See Section 602 Floor construction Including supporting beams G �� and joists Roof construction Including supporting beams and joists a. The structural frame shall be considered to be the columns and the girders, beams, trusses and spandrels having direct connections to the columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns shall be considered secondary members and not a part of the structural frame. b. Roof supports: Fire -resistance ratings of structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only (Type 1A and 1B). c. 1. Except in Factory -Industrial (F-1). Hazardous (H), Mercantile (M) and Moderate -Hazard Storage (S-1) occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire -retardant -treated wood members shall be allowed to be used for such unprotected members. 2. In all occupancies, heavy timber shall be allowed where a 1-hour or less fire -resistance rating is required. 3. In Type I and Type II construction, fire -retardant -treated wood shall be allowed in buildings not over two stories including girders and trusses as part of the roof construction. d. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1-hour fire -resistance -rated construction, provided such system is not otherwise required by other provisions of the code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The 1-hour substitution for the fire resistance of exterior walls shall not be permitted (Type IIA, IIIA, and VA). e. For interior nonbearing partitions in Type IV construction, also see Section 602.4.6. f. Not less than the fire -resistance rating based on fire separation distance (see Table 602). CONSTRUCTION TYPE GROUP TYPE Table 602 Fire -Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distances FIRE SEPARATION DISTANCE (feet) WALL RATING REQUIRED a,d WALL RATING PROVIDED O.K., COMMENT or NIA < 5° tvy- A11.4 .5 < 10 VIA 10 < 30 aK • 30 NZA a. Load -bearing exterior walls shall also comply with the fire -resistance rating requirements of Table 601. b. Group R-3 and Group U when used as accessory to Group R-3, as applicable in Section 101.2 shall not be required to have a fire -resistance rating where fire separation distance is 3 feet for party walls. c. See Section 503.2 for party walls. d. See Appendix D for Fire District. 2000 Plan Review Forms Page 4 of 60 PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET FIRE PROTECTION REQUIREMENTS TABLE 704.8 EXTERIOR WALL OPENINGS FIRE SEPARATION DISTANCE (ft) UNPROTECTED OPENING AREA PROTECTED OPENING AREA UNITY CHECK (i) O.K., COMMENT or NIA Allowable a (au) Actual (Au) Allowablee (a) Actual (A) 0 to 3e•' Not Permitted 9 Not Permitted p(� Greater than 3 to 5 b, f Not Permitted b, g 15% Greater than 5 to 10 b, d, f 10%9 25% Greater than 10 to 15 b, C. d, f 15%9 45% Greater than 15 to 20 °, f 25%9 75% .Greater than 20 to 25 °, f 45%9 No Limit Greater than 25 to 30 °, f 70%9 No Limit Greater than 30 No Limit No limit a. Values given are percentage of the area of the exterior wall. b. For occupancies in Group R-3, as applicable in Section 101.2, the maximum percentage of unprotected and protected exterior wall openings shall be 25 percent. c. The area of openings in an open parking structure with a fire separation distance of greater than 10 feet shall not be limited. d. For occupancies in Group H-2 or H-3, unprotected openings shall not be permitted for openings with a fire separation distance of 15 feet or less. e. For requirements for fire walls for buildings with differing roof heights, see Section 705.6.1. f. The area of unprotected and protected openings is not limited for occupancies in Group R-3, as applicable in Section 101.2, with a fire separation distance greater than 5 feet. g. Buildings whose exterior bearing wall, exterior nonbearing wall and exterior structural frame are not required to be fire -resistance rated shall be permitted to have unlimited unprotected openings. h. Includes accessory buildings to Group R-3 as applicable in Section 101.2. 1. Allowable area of opening A + A. S 1.0 (Equation 7-2) a a where: A = Actual area of protected openings, or the equivalent area of protected openings A. (See Section 704.7). a = Allowable area of protected openings. Au = Actual area of unprotected openings. au = Allowable area of unprotected openings. O M X N 2 m q N 2000 Plan Review Forms Page 5 of 60 PLAN REVIEW REPORT 2000 International Codes PROJECT PLAN REVIEW NO PLAN REVIEW WORKSHEET FIRE PROTECTION REQUIREMENTS TABLE 714.2 OPENING PROTECTIVE FIRE -PROTECTION RATINGS REQUIRED MINIMUM ASSEMBLY ASSEMBLY OPENING OPENING O.K., TYPE OF ASSEMBLY RATING RATING PROTECTION RATING COMMENT or (hours) PROVIDED ASSEMBLY PROVIDED N/A (hours) Fire walls and fire barriers having a 4 3 required fire -resistance rating greater than 1 hour 3 3° 2 1 1/2 1 1/2 1 112 Fire barriers of 1-hour fire -resistance - rated construction: Shaft and exit enclosure walls 1 1 1 3/4 Other fire barriers Fire partitions: Exit access corridor enclosure wall 1 0.338 Other fire partitions 1 3/4 Exterior walls 3 314 2 1 1/2 1 3/4 a. For testing requirements, see Section 714.2.3. b. Two doors, each with a fire -protection rating of 1.5 hours, installed on opposite sides of the same opening in a fire wall, shall be deemed equivalent in fire - protection rating to one 3-hour fire door. EXTERIOR FIRE WINDOW ASSEMBLIES (Section 714.3.7) WALL RATING (Hr.) REQUIRED OPENING RATING (Hr.) ACTUAL OPENING RATING (Hr.) O.K., COMMENT or N/A >1 a. b 1 1/2 MIA 1 a. ° 3/4 note d 3/4 a. Located in wall required by Table 602 to have a fire -resistance rating. b. Required by 704.12 to be protected. c. Required by 704.8 to be protected. d. Required by 704.8. 704.9, and 704.10 to be protected. 2000 Plan Review Forms Page 6 of 60 C O x m M N PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO PLAN REVIEW WORKSHEET EXIT REQUIREMENTS EXIT WIDTH 1omt4 It7m9' USE GROUP OR SPACE DESCRIPTION (a) (b) (c) EXIT WIDTH (in)1,3,4,1,6 AREA' sq. ft. AREA' PER OCCUPANT (TABLE 1003.2.2.2) EGRESS WIDTH PER OCCUPANT (TABLE 1003.2.3) REQUIRED WIDTH (SECTION 1003.2.3) (a T b) x c ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL A -z 3 r 3 o row --- --- �; 13 6 0 100 NA, • 2- 3 1 2- aee i aDie 1003.2.2.2 to determine whether net or gross area is applicable. See definition "Area, Gross" and "Area, Net" (Section 1002) 2 Minimum stairway width (Section 1003.3.3); minimum corridor width (Section 1004.3.2.2), minimum door width (Section 1003.3.1) 3 Minimum width of exit passageway (Section 1005.3.3) 4 See Section 1003.2.2.7 for converging exits. e The loss of one means of egress shall not reduce the available capacity to less than 50 s eg p ty percent of the total required (Section 1003.2.3). Assembly occupancies (Section 1008) NUMBER AND ARRANGEMENT OF EXITS FLOOR, ROOM OR SPACE DESCRIPTION MINIMUM' NUMBER OF EXITS TRAVEL DISTANCE ARRANGEMENT MEANS OF EGRESS"' (SECTION 1004.1) REQUIRED (SECTION 1005.2.1) 1 p SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE (TABLE 1004.2.4) IO I S WA ACTUAL TRAVEL DISTANCE SHOWN ON PLANS REQUIRED DISTANCE BETWEEN EXIT DOORS ACTUAL DISTANCE SHOWN ON PLANS Z 3 �c Y 5 1l 3 7 y t Corridor dead ends (Section 1004.3.2.3). 2 Single exits (Table 1005.2.2). 3 Common path of travel (Section 1004.2.5). 2000 Plan Review Forms Page 7 of 60 oK o<< O m a PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 503 Building Height & Area 014 104.11 Alternate Materials & Alternate Methods of Construction 106 Construction Documents 0 (1( 106.2 Site Plan Ch. 34 Existing Building )v1A 3406.1 Historic Building VIA App. D FIRE DISTRICT REQUIREMENTS #11A D102.1 Types of Construction Permitted D102.2.2 Group H Prohibited D102.2.4 Roof Coverings D102.2.5 Structural Fire Rating D102.2.6 Type II Buildings Exterior Walls D103 Changes to Buildings D105 Fire District Exceptions 3103 Temporary Structures 312.1 Greenhouses App. C Agricultural Buildings 3104 Pedestrian Walkways 404 ATRIUMS P! A 404.2 Uses of Atrium Floor 404.3 Automatic Sprinklers 404.4 Smoke Control (See 909) 404.5 Enclosures 404.6 Smoke Detectors (See 907.2.13) 404.7 Standby Power 907.1.13 Smoke Detection 909 Test of Smoke Control Systems 404.8 Interior Finish CODE SECTION ITEM O.K., COMMENT OR NIA 404.9 Maximum Travel Distance 405 Underground Buildings 905.3.6 Standpipes Required fo Underground Buildings 412.4 Aircraft Paint Hangers 413.1 High Piled Storage - IFC 413.2 Attic or Underfloor Storage 416 Application of Flammable Finish 417 Drying Rooms 418 Organic Coatings 3102 Membrane Structures 505.2 Mezzanine - Maximum Area 505.4 Mezzanine - Openness 601 Building Construction Classification 602 & 603 Partition Required by Type of Construction 602.1.1 Mixed Types of Construction 704 Exterior Walls 705 Fire Walls 710 Horizontal Assemblies 712 Joints in Fire Resistant Systems 713.6 & 710.3.2 Exceptions to Fire Resistance 706, 708, & 709 Fire Barriers, Fire Partitions, and Smoke Barriers 706.3, 708.3 Fire Resistance - Fire Barriers and Fire Partitions 708.1 Fire Partitions - Dwelling Unit and Corridor Wall 704.9 Openings above another 2000 Plan Review Forms Page 8 of 60 a m z m r m c X m m z .i Cn h3 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR NIA T714.2 Opening Protection for Interior Walls of 714 Fire Windows/Doors & Shutters 707 Shaft Enclosure 707.4 Shaft Enclosure Construction 707.3 Shaft Wall Construction Type 707.11 707.12 Enclosures at Bottom & Top 707.13 Refuse & Laundry Chutes 716 Fireblocking & Draftstopping 711 Penetrations 716.5(4) Utilities in Fire Rated Assemblies in Type I & II 603 Combustible Materials in Type I and Type it Construction 803.4 Interior Finish Requirements 803.5 Carpet on Walls & Ceilings KA 803.6 Expanded Vinyl Wall Coverings 804.4 Floor Finish Type I or II Construction iv1a 903.3.1 Sprinkler Systems Al 903.3.5 Water Supplies for Sprinkler Systems rV1 A 907 Fire Alarn & Detection Systems 1003.2.3.1 Maximum Door Encroachment O K 1003.2.4 Minimum Ceiling Height in Means of Egress 1003.2.5.1 Objects Protruding from Ceiling 1003.2.7 Elevation of Less than 12 inches Ramped in Means of Egress 1003.2.8 Means of Egress - Continuous and Width not Reduced 1003.3.1.5 Landings at Doors 1003.3.3.6 Maximum Distance Between Landings 2000 Plan Review Forms CODE SECTION ITEM O.K., COMMENT OR NIA 1004.2.3 Egress Through Intervening Spaces (` 1004.3.2.4 Exit Access Corridor Not Used as Plenum 1005.1 Exits Not Used for Other Purposes 1005.2.3 Exits Continuous to Exit Discharge I( 1005.3.4.1 Opening Limited to the Purposes of Exiting f9 K 1006.1 Exit Discharge Outside at Grade tv V 1301 Documentation That the Building Meets the IECC Nora 1406.2.2. 1406.3 Architectural Trim, Balconies, Bay Windows 1507 Roof Coverings 1504 Performance of Roof Coverings 1505 Roof Covering Classification 1503.4.1 Gutters & Leaders 1509.2.1 Penthouse & Roof Structures /i/�,q 1509.2.1(5) Donner Windows 1509.3 Tanks 1509.4 Cooling Towers 1509.5 Miscellaneous Roof Structures 2306.3 Wood Diaphragms KYA 2404 Wind, Snow, and Dead Loads on Glass 2405 Sloped Glazing & Skylights 2406.1 Safety Glazing 2406.2 Hazardous Locations d� 2606 Light Transmitting Plastics A/ ,A 2607 Light Transmitting Plastics - Wall Panel 2608 Light Transmitting Plastics - Glazing Page 9 of 60 0 m z m F X m O C X m 9 m z PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 2609 Light Transmitting Plastics - Roof Panels P /� 2610 Light Transmitting Plastics - Skylights 3105 Canopies on Exterior Walls (� 2603 Foam Plastic (See Also 805.3) 11A 718 Thermal- and Sound- Insulating Materials U J 2111 Masonry Fireplaces A1114 2111.16 Fresh Air Intakes for Fireplaces 2113 Masonry Chimneys 1405 VENEERED WALLS 0(� 1405.1 General Requirements 1405.5 Anchored Masonry Veneer 1405.10 Metal Veneers and Siding �/ a 1405.11 Glass Veneer 1405.4 Wood Siding 1405.14 Stucco D �� 1405.13 Vinyl Siding P/ 1202 Ventilation (9 (� 1203 Heat Required 1204 Light p �� 1205 Yard and Court Requirements Q (� 1206 Sound Transmission k%d 1207 Minimum Room Sizes AJIA 1208 Attic and Crawl Space Access oil, 2902 Plumbing Facilities 014 CHAP. 30 Elevator Requirements A/ 2406 Glazing N 0T 1507 Installation of Roof Coverings 2000 Plan Review Forms Page 10 of 60 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code ACCESSIBILITY FOR PEOPLE WITH PHYSICAL DISABILITIES CHAPTER 11, ANSI A117.1 CODE SECTION ITEM O.K., COMMENT OR NIA Chapter 11 - IBC 1101 Where Applicable �u 1103.2 General Exceptions to Accessibility 1104 Accessible Routes 19 1105 Accessible Entrances 1106 Parking and Passenger Loading Facilities 1107 Special Occupancies PIA 1108 Other Features and Facilities (9 K 1109 Signs bK 1003.2.13 Accessible Means of Egress 1003.2.13.1.1 Elevator required • 4 Stories A/ Ar 1003.2.13.2 Minimum enclosed stair width 48" 1003.2.13.3 Elevator standby power & access 1003.2.13.5 Areas of Refuge 1003.2.13.5.1 Size of area of refuge 1003.2.13.5.3 Two way communication 1003.2.13.5.5 Identification 1003.2.13.7 Exterior Area for Rescue Assistance 907.9 Alarm Systems 3408 Existing Buildings ANSI A117.1 101 Accessible Sites and Facilities 302 Ground & Floor Surfaces Q �C 303 Changes in Level N� 304 Turning Spaces ((, CODE SECTION ITEM O.K., COMMENT OR NIA 307 Protruding Objects 309 Controls & Operating Mechanisms qJ, 402 Accessible Route 403 Walking Surfaces D!C 404 Doors OR 405 Ramps 014 406 Curb Ramps 01( 407 Elevators 408 Wheel Chair and Platform Lifts N r 502 & 503 Parking & Passenger Loading Zones OK 504 Stairs tjlA- 505 Handrails 506 Windows O(� 602 Drinking Fountains & Water Coolers VIA 603.3 Mirrors 604 Water Closets OK 604.8 Toilet Stalls 605 Urinals 606 Lavatories and Sinks OK 607 Bathtubs 608 Shower Stalls VIA 609 Handrails, & Grab Bars c 610 Tub & Shower Seats A/ 1} 702 Alarms (Audible and Visual Required) 703 Signage�j11/ 704 Telephones MIA 2000 Plan Review Forms Page 11 of 60 Rom./4� 1Jewf- st��rS Q m z m F X m A c X m 0- ca PROJECT PLAN REVIEW NO GENERAL'REQUIREMENTS 2000 Intentional Building Code CODE ITEM O.K., SECTION COMMENT OR NIA 705 Tactile Warnings AIIA 802 Assembly Areas A 1A 902 Seating, Work Surfaces & Service Counters 1001. 1002, Dwelling Units 1003 2000 Plan Review Forms Page 12 of 60 PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code DESIGN LOADS* CHAPTER 16 CODE SECTION ITEM O.K., COMMENT OR NIA 1603.1 Construction Documents 1604.2, 1604.3 Strength and Serviceability T1604.3 Deflection Limits 1605 Load Combinations 1606 DEAD LOADS 1606.1 Actual Weight of Material 1606.2 Weight of Fixed Service Equipment 1607 LIVE LOADS T1607.1, 1607.3 Uniform Floor Live Loads 1607.4 Concentrated Floor Live Loads 1607.5 Provision for Partitions 1607.7 Handrails and Guards 1607.8 Impact Loads 1607.9 Reductions of Uniform Live Load 1607.10 Distribution of floor Live Loads 1607.11 Roof Live Loads 1607.11.1 Distribution of Roof Live Loads 1607.11.2.3 Landscaped Roofs 1607.11.2.4 Awning and Canopies 1607.13 Interior Walls Lateral Loads 1608 SNOW LOADS 1608.2 Ground Snow Load pe 1608.3 Flat Roof Snow Load p, 1608.4 Sloped Roof Snow Load pe 1608.5 Partial Loading 1608.6 Unbalanced Snow Loads 1608.7 Drifts on Lower Roofs CODE SECTION ITEM O.K., COMMENT OR NIA 1608.8 Roof Projections 1608.9 Sliding Snow 1609 WIND LOADS 1706 Quality Assurance Plan 1609.1.1 Determination of Wind Loads 1609.1.2 Minimum Wind Loads 1609.1.3 Anchorage against Wind Loads 1609.1.4 Protection of Openings 1609.3 Basic Wind Speed (Figure 1609) 1609.4 Exposure Category 1609.5 Importance Factor (Table 1604.5) 1609.7 Roof Systems 1609.6 SIMPLIFIED WIND LOADS FOR LOW-RISE 1609.2 Simple Diaphragm Bldg. (Definition) 1609.6.2 Wind Pressures 1609.6.4 Main Wind Force Resisting System 1609.6.5 Components and Claddings 1609.1.1 WIND LOADS DETERMINED OTHER THAN IBC 1609.1.1 Wind Provisions of ASCE 7 1609.1.1 SBCCI SSTD 10 1609.1.1 AFBPA WFCM 1609.1.1 NAAMM 1001 (Flagpoles) 1614 EARTHQUAKE LOADS 1705 Quality Assurance Plan 1603.1.5 Required Earthquake Load Design Data on Plans 1615.1.3 SDs (Spectral Response Acceleration) 1615.1.3 Sp, (Spectral Response Acceleration) 2000PIan Review Forms Page 13 Of 60 X c 0 c r r 0 m N_ z PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code 1616.2 Seismic Importance Factor and Use Group 1616.3 Determination of Seismic Design Category 1615.1.1 Site Class Definitions T1617.16 Seismic -Force- Resisting Systems (1617.6) 1617.4, 1617.5 & 1618 Analysis Procedure 1610 Soils Pressure 1611 Rain Loads 1612 Flood Loads "Engineering Calculations are reviewed only for conformation to minimum design loads and allowable materials. 2000PIan Review Forms Page 14 of 60 PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code DESIGN LOADS Load Location Required Shown Uniform Floor Live Load 1607.3 psf psf Concentrated Floor Live Loads 1607.4 Ibs Ibs Live Load of Partitions 1607.5 psf psf Handrails and Guards 1607.7 Guards and Handrails 1607.7.1 1607.1.1.1 200 Ibs 50 ptf Int. rails & component 1607.7.1.2 50 Ibs./1 sq. ft. area Vehicle Barriers 1607.7.3 6,000lbs at 18 in. Impact Loads 1607.8 Elev. Crane, & Mech. Supports, Hangers for Floors Interior Wall Lateral Loads 1607.13 5 psf psf Uniform Roof Live Load 1607.11 psf psf Snow Loads 1608 psf psf Ground Snow Load p9 1608.2, Figure 1608.2 pa psf psf Load Location Required Shown Flat roof snow load p, 1608.3 p, psf psf Sloped roof snow load p, 1608.4 p, psf psf Exposure Factor Ca 1608.3.1, Table 1608.3.1 C. Thermal Factor C, 1608.3.2, Table 1608.3.2 C, Snow Load Importance Factor I, 1608.3.3, Table 1604.5 Soil Pressure 1610 Basement Walls & Floors Deflections Table 1604.3 Rain Loads 1611 R psf psf 2000PIan Review Forms Page 15 of 60 PROJECT, PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code SIMPLIFIED WIND LOADS 1609.6 REQ'D SHOWN Wind Speed (Figure 1609) Importance Factor (Table 1604.5) Exposure Category(A,B,C,D) 1609.4 Mean Roof Height • 60 ft, Adjustment for Height and Exposure 1609.6.2.1.1(4) Protection of Openings in Windbome Debris Region 1609.1.4 Openings • 30' Large Missile Test Openings > 30' Small Missile Test G OK G OK Does the Building Qualify as a simple diaphragm building 1609.2 Edge Strip a & End Zone 2a, 1609.6.3 MWFRS Loads for Simple Diaphragm Buildings Table 1609.6.2.1(1)' End Zones Horizontal Loads Vertical Loads Interior Zones Horizontal Loads Vertical Loads Maximum Horizontal Wall Loads Wall Roof Windward Roof Leeward Roof Windward Overhang Wall Roof Windward Roof Windward Overhang 1E 4E 1 4 ComponentsTable . Cladding Loads IF M Effective Wind Area �ssss 2000PIan Review Forms Page 16 of 60 A c n c r r v m t.7 z PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code Roof Overhang Component and Cladding Pressures Table 1609.2.2.1(3) Location Effective Wind Area Required Shown 2 3 2000131an Review Forms Page 17 of 60 PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code SEISMIC REQUIREMENTS SECTION 1614 REQUIREMENT DATA OK, COMMENT or NA SEISMIC DESIGN DATA Short Period Spectral Response Acceleration, Section 1615.1 S. = 1-second Period Spectral Response Acceleration, Section 1615.1 S, = Site Class Definition (A, B. C. D. E. F), Section 1615.1.1 Site Class = Fa Fv SMS SM,= Design Spectral Response Acceleration Short Periods, Section 1615.1.3 SDS= Design Spectral Response Acceleration at 1-second Periods, Section 1615.1.3 Sp,= Seismic Use Group (Group I, II, III), Section 1616.2 Group = The Seismic Design Category, Table 1616.3(1) Category = Seismic Categories B, C, D, E, & F Designate any plan structural irregularities, Table 1616.5.1 Designate any vertical structural irregularities, Table 1616.5.2 SEISMIC DESIGN PROCEDURE USED All Categories check if used Dynamic Analysis Procedure, Section 1618 N/A Seismic Category A Minimum lateral force F., Section 1616.4.1 V = Connections designed for Fp , Section 1616.4.2 YES, NO Group I Buildings per 1616.6.1 Seismic Base Shear, Section 1617.5 V = Design Drift 0.01 x h, Section 1617.5.3 Limit = Actual Drift = Seismic Categories B, & C Seismic Base Shear, Section 1617.4 V = Allowable Story Drift, Table 1617.3 Limit = Actual Drift = Connections Designed for Fp Section 1620.1.4 YES, NO Seismic Category D, E, or F Analysis Procedure Used, Table 1616.3 ANCHORAGE OF NONSTRUCTURAL COMPONENTS Architectural Components Section 1621 Seismic anchorage Provided Exterior nonstructural wall panels, Section 1621.2.3 Suspended ceilings, Section 1621.2.5 Partitions, Section 1621.2.7 Mechanical & Electrical Equipment Seismic anchorage Provided HVAC Ductwork, Section 1621.3.9 Piping systems, Section 1621.3.10 Fire -protection sprinkler systems, Section 1621.3.10.1 Mechanical equipment, Section 1621.3.12.1 2000PIan Review Forms Page 18 of 60 PROJECT PLAN REVIEW NO FOUNDATIONS 2000 International Building Code CHAPTER 18 CODE SECTION ITEM O.K., COMMENT OR NIA 1805 Footing Materials and Depth 1804 Bearing Capacity of Soil 1802.6 Soil Report and Recommendation 1805.3 Footings on or Adjacent to Slopes 1802.2.1 Questionable Soils 1802.2.3 Ground Water Table 1802.3.2, 1805.8 Expansive Soils 1804.3 Lateral Sliding Resistance 1805.4 Footing Design to Equalize Dead Load Soil Pressures 1805.4.2 Footings Light Frame Construction 1805.4.2.1 Concrete Footings F,- 2500 1805.5.1 Foundation Wall Thicknesses 1805.4.5 Timber Footings 1805.4.6 Wood Foundation System 1807 Pier and Pile Foundations G N/A 1807.2.1 Foundation Investigation 1807.2.9 Lateral Support 1807.2.4 Stability 1807.2.6 Spacing 1807.2.3 Pile Caps 1807.2.22 Special Inspection 1807.2.18 Use of Existing Piers or Piles 1807.2.8 Allowable Pier and Pile Loads 1807.2.8.2 Driving Formula Criteria 1807.2.8.3 Load Tests 1807.2.10 Use of Higher Allowable Stress 1807.2.9.3 Allowable Lateral Loads CODE SECTION ITEM O.K., COMMENT OR NIA 1807.2.8.5 Uplift Capacity 1807.2.8.6 Bearing Capacity 1807.2.23 Seismic Design 1808.3 Structural Steel Piles 1809.6 Concrete Filled Steel Pipe and Tube Piles 1809 Cast in Piece Concrete Piles 1808.2 Precast Concrete Piles 1808.1 Timber Piles 1810 Composite Piles 1809.7 Caisson Piles 1806 Dampproofing and Waterproofing 1811 Pier Foundations 2000 Plan Review Forms Page 19 of 60 PROJECT PLAN REVIEW NO. CONSTRUCTION MATERIALS 2000 International Building Code CHAPTERS 19, 20, 21, 22 & 23 CODE SECTION ITEM O.K., COMMENT OR NIA Chapter 19 CONCRETE 1901.2 Design Standards 1903 Specifications for Tests and Materials 1904.4 Corrosion Protection of Reinforcement 1905.6 Evaluation of Concrete 1904 Durability Requirements Table 1907.7.1 Minimum Cover for Reinforcement 1911.1 Slab on Ground 1909 Structural Plain Concrete 1910 Seismic Design Provisions Chapter 20 ALUMINUM Ch.20 Aluminum Chapter 21 MASONRY 2101.2 Design Standards 2101.3 Construction Documents 2304.12 Support on Wood 2103 Materials 2109.2 lateral Stability 2109.3 Compressive Stress 2109.4 Lateral Support 2109.5 Thickness of Masonry 2109.6 Bond 2109.7 Anchorage 2104.1.8, 1405.3.2 Details of Weepholes 2104.2 Corbeling 2110 Glass Block 2113 Masonry Chimneys 2111 Masonry Fireplaces 2106 Seismic Design CODE SECTION ITEM O.K., COMMENT OR NIA 2109.8 Adobe Construction Chapter 22 STEEL 2204.1 Design Standards (Structural Steel) 2205 Design Standards (Cold -Formed) 2206 Open Web Steel Joists 2207 Design Standards (Steel Cable) 2208 Design Standards (Welds) 2209 Bolts 2211 Wind and Seismic Requirements for Light Framed Cold -Formed Steel Walls 2211-2213 Seismic Requirements Chapter 23 WOOD 2301.1 Scope 2303.4.1 Truss Design Drawings 2304.2 Required Sizes 2303 Material Standards 2303.1.1 Minimum Lumber Grade 2303.2 Fire -Retardant -Treated Wood 2304 Construction Practices 2304.11 Termite and Decay Protection 2304.9 Connections and Fasteners 2308 Conventional Light Frame 2308.9.3 Wall Bracing 2308.8 Floor Joists 2308.9 Wall Framing 2308.10 Roof & Ceiling Framing 2109.7.3 Floor and Roof Anchorage 1208.2 Access to Attic Space 1202.2 Ventilation of Attic Space 2306.3.2 1 Wood Structural Panel Diaphragms 2000 Plan Review Forms Page 20 of 60 PROJECT PLAN REVIEW NO CONSTRUCTION MATERIALS 2000 International Building Code CODE ITEM O.K., SECTION COMMENT OR NIA 2306.4 Shear Walls 2308.11 Seismic Provisions "A review of the plans for compliance with these code sections consists only of verifying that the material specifications or the design specifications used in the engineer's calculations are referenced in the plans or project specifications. 2000 Plan Review Forms Page 21 Of 60 PROJECT PLAN REVIEW NO UTILITY AND MISCELLANEOUS OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 312 Occupancy Classification 302 Use and Occupancy Separation 406.1 Private Garages and Carports - Classification 406.1.2 Private Garages and Carports - Area Increase 406.1.3 Carport Openness Table 803.4 Interior Finish 1003.3.1.2 Door Swing 1103.2.5 Accessibility Required Table 1604.3 Deflection Limits 1607.11.2.1 Greenhouse Roof Live Load 1610.2 Retaining Wall -Lateral Soil Load 1622 Nonbuilding Structures Seismic Design Required 1802 Foundation and Soils Investigation 1805.3 Footings on or Adjacent to Slopes 1911 Minimum Slab Provisions 2107.2.2 Masonry Column for Light Structures 2304.11.7 Wood -Retaining Wall and Cribs 2405 Sloped Glazing and Skylights 2406.2(7) Glazing in Walls and Fences - Swimming Pools 2606.11 Light -Transmitting Plastic - Greenhouses 2607.4 Exception 3 Light -Transmitting Plastic Wall Panels - Greenhouses 2609.4 Light -Transmitting Plastic Roof Panels - Area Limitation 3102 Membrane Structures 3108 Radio and Television Towers CODE SECTION ITEM O.K., COMMENT OR N/A Appendix C - Agricultural Buildings C102.1/ Table C102.1 Allowable of Height and Area C102.2 One -Story (Unlimited Area) C102.3 Two -Story (Unlimited Area) C103 Mixed Uses C104 Exits Appendix D - Fire Districts D105 Exceptions to Restrictions in Fire District Appendix I - Patio Covers 103 Exterior Openings 104 L Structural Provisions 2000 Plan Review Forms Page 52 of 60 3 PROJECT KG i S1'01q l4Hi ry �$-- 3$ v y PLAN REVIEW NO ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code • A-1 ASSEMBLY • A-2 ASSEMBLY • A-3 ASSEMBLY • A4 ASSEMBLY • A-5 ASSEMBLY • W/ • W/O A Stage Requiring Proscenlum Opening Protection CODE SECTION ITEM O.K., COMMENT OR N/A 303.1 Classification A-16A-3, A-4, A-5 O X Table 503 Building Height & Area 504 Height modifications 506 Area Modifications 507.2 Unlimited Area - One Story 507.8 Unlimited Area - Motion Picture Theaters 302.1.1 Incidental Use Areas Table 302.3.3 Mixed Occupancy 302.2 Accessory Use Areas Table 302.3.3 Noted Be Separation Exemptions 1007.5 Stage Means of Egress 1008.5.1 Egress Width Without Smoke Protection 1008.5.2 Egress Width With Smoke Protection 1008.1 Main Exit Fronts on a Public Place 1003.2.2 Design Occupant Load 1003.2.2.5 Occupancy Load Sign Table 1607.1 Design Loads (platforms & stages 410.3.1 Stage Construction 410.4 Platform Construction 410.5 Dressing and Accessory Rooms 410.3.7 Stage Ventilation 410.3.4 Proscenium Wall 410.3.5 Proscenium Curtains CODE SECTION ITEM O.K., COMMENT OR N/A 410.3.2 Galleries, Gridirons, Catwalks, and Pinrails /1 A 410.3.3 Exterior Stage Doors 410.3.6 Combustibility of Scenery 409 Projection Rooms 410.7 Stage Standpipes 411 Special Amusement Buildings 411.3 Automatic Fire Detection 1008.1-1008.10 Grandstands and Bleachers 903.2.1 SPRINKLERS WHERE REQUIRED 903.2.12.1 Basement > 1500 sq ft 410.6 Stages (Sprinklers) 1008.5.2.3 Smoke Protected Seating (Sprinklers) 411.4 Special Amusement Buildings (Sprinklers) 907.2.11 Special Amusement (Smoke Detection) Table 601 Note d Reduction of Hourly Ratings With Sprinklers 603.1 Combustible Materials in Type I and Type II Construction 907.2.1 Manual Fire Alarm 907.2.13.2 Fire Alarms - Atrium Table 1004.2.4 Exit Access Travel Distance 903.3.1 Sprinkler Standard NFPA 13 903.4 Sprinkler System Monitoring and Alarms Table 803.4 Lobby Area Interior Finish 2000 Plan Review Forms Page 24 of 60 D fN m 3 r r PROJECT PLAN REVIEW NO " ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 805.1 Decoration and Trim 905.3 STANDARDS WHERE REQUIRED N/A 905.3.1 Buildings with floors > 30 ft above Fire Department Vehicle Access 19(4� 905.3.2 Buildings with > 10,000 sq ft and > 200 ft travel to Fire Department Vehicle Access tl A 905.3.5 Stages > 1000 sq ft 905.5.1 A-1 & A-2 with occupant load of more than 1000 persons 905.3.3 Nonsprinklered with occupant load exceeding 1000 persons 905.4-905.6 Hose Connection Location 905.2 Standpipe Standard NFPA 14 905.9 Valves Controlling Water Supplies 905.7 Cabinets Chapter 10 Egress Requirements 1001 General 1003.2.3 Egress Width 1008.1 Capacity of Main Exit • 'Y2 Occupant Load 1008.2 Other Exits p 1003.2.2.7 Converging Exits 1004 Travel Distance & Arrangement of Exits Table 1004.2.1 Two Exits (Room or Tenant Space > 50 Occupants or travel greater than 1004.2.5) 1004.2.5 Common Path of Travel • 75 ft 1004.2.2.1 Exit Separation (% Diagonal Dimension of Building) 1005 Minimum Number of Exits CODE SECTION ITEM O.K., COMMENT OR N/A 1004.3.2.2 Minimum Width of Access Corridor w t q W PT 1004.3.2.5 Exit Access Corridor Continuity Table 1005.2.2 Single Exit (One Story, 50 occupants, and 75 ft Travel Distance) Table 1003.2.3 Minimum Stair Width 1003.3.1.1 Minimum Exit Door Width O 714.2.3(3) Non -rated Doors in theaters VA 1007.1 Boiler, Incinerator or Furnace Rooms 1007.2 Refrigeration Machinery Rooms 1004.3.2.3 Dead End Corridor • 20 ft 1004.3.2 Exit Access Corridors 1005.3.2.5 Smokeproof Enclosures 1003.2.2.8 Mezzanines 1005.3.2 Enclosed Stairways 1008.4.1 Balcony Stairs 1005.3.6 EXTERIOR EXITWAY1 STAIRS 1005.3.6.1 Height • 6 stories • 75 ft 1004.2.4.2 Balcony Travel Distance Increase 1005.3.6.5 Separation Stairway Protection Building 1006.2.2 Adjacent Lot Line 1003.3.3 STAIRWAY CONSTRUCTION / 1003.3.3.5 Stairway Construction 1003.3.3.3.2 Closed/Open Risers 1005.3.2.2 Separation of Closets Below Stairways 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge 2000 Plan Review Forms Page 25 of 60 PROJECT PLAN REVIEW NO ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K. COMMENT OR NIA 1003.3.3.3 Stair Treads and Risers AJ A 1008.9.1 Aisle Treads 1008.9.2 Aisle Risers 1003.3.3.3.1 Uniform Treads & Risers 1003.3.3.7 Circular Stairs 1003.3.3.4 Landings 1003.3.3.11 Handrails 1003.3.3.2 Headroom 1003.3.3.12 Access to Roof 1005.3.2.1 Exit Stair Exterior Wall Requirements 1005.3.4 Exit Stair Openings 1005.3.5 Horizontal Exits 1005.3.6.2 Exterior Stairs Openness Requirements 1006 Exit Discharge a/- 1006.3.1 Egress Courts C9(� 1005.3.3 Exit Passageway 1003.3.1.9 Egress Doors and Hardware 1003.3.1.8 Latching and Locking Devices •(j✓Oi'' 1003.3.4 Ramps 1003.2.12, 1008.12 Guards NA 1003.2.12.2 Guard Opening Limitations . 1 1003.2.10 Exit Illumination & Exit Signs %\/-OTW 1004.3.1 Aisles Serving Seating at Tables 1008.10 Assembly Seats Stability 1008.11 Handrails 1008.12 Assembly Guards 1008.13 Bleacher Footboards CODE SECTION ITEM O.K., COMMENT OR NIA 1008.3 Foyers and Lobbies 1V,4 1008.4 Interior Balconies 1007.5 Special Exits from Stages 1007.4 Projection Rooms 1008.9 Assembly Aisle and Stair Construction 1008.7 Assembly Aisles and Seating 2702.2.1 Emergency Power 1107.2 Accessibility Features 2000 Plan Review Forms Page 26 of 60 PROJECT PLAN REVIEW NO ASSEMBLY OCCUPANCY REQUIREMENTS 2000 International Building Code INTERIOR FINISH INTERIOR FINISH SECTION 803.4 UNSPRINKLERED SPRINKLERED 1 REQUIRED REQUIRED ACTUAL O.K., REQUIRED REQUIRED ACTUAL O.K., A-1 & A-2 A-3, A-4, & A-5 COMMENT A-1 & A-2 A-3, A-4, & COMMENT OR NIA A-5 OR NIA Vertical Exits and A A B B Exit Passageways °•` Exit Access A 6 A a B g Corridors and Other Exitways 'A, N67F Rooms and Enclosed B' C C C Spaces' Floor Covering 0.22 watt/ 0.22 watt/ 0.22 watt/ 0.22 watt/ Corridors & Exits sq cm. sq cm. sq cm. sq cm. Lobby areas in A-1, A-2„ and A-3 occupancies shall not be less than Class B materials. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.3.1. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire=resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. Class C interior finish materials shall be permitted in places of assembly with an occupant of 300 persons or less Applies when the vertical exits, exit passageways, exit access corridors or exitways, or rooms and spaces are protected by a sprinkler system installed in accordance with Section 903.3.1.1 or Section 903.3.1.2. 2000 Plan Review Forms Page 27 Of 60 14'-8• A.F.F. L_ 1R00 LINE BEYOND EYIF-2 WALL SIGN (BY OWNER) O H� y 3'—O' 'I 'I 27'-10' c —1 I ------------ 24'-6' A.F.F. I I 7 {l� I I I I EXTERIOR MATERIAL AREAS/PERCENTAGES 1 ELEVATION FROM SOUTHp1 1 8" — 1'-0" METAL ROOF'.. 113 S.F. 10% a n ocular ELEVATION SIDE WEST EXTERIOR MATERIAL AREAS/PERCENTAGES 2 METAL ROOF 56 S.F. 2% EM-2 & FLASHING CAP EWS-2 STOREFRONT SYSTEM 92 S.F. 5% EWF-1 FACE BRICK 763 S.F. 40% ENF-2 STUCCO 1028 S.F. 53% WE 13' 5-1 2• A.F.F. 8'-0• A.F.F. 3'-0• A.F.F. KEY NOTES OSIGN BY OWNER. PROVIDE BLOCKING & POWER AS REQUIRED. OINSTALL OWNER PROVIDE FLAG POLE MOUNTS TYPICAL OF ALL (14) O SIGNAGE BY OWNER O EXTERIOR LIGHTING, RE: ELEC. O CONTROL JOINT O METAL COVERED CANOPY O RAISED STUCCO BAND OROOF SCUPPER & DOWNSPOUTS CONNECT DOWNSPOUTS TO RAIN WATER LEADERS O OVERFLOW SCUPPER 10 NEON CHANNEL & NEON BY OWNER 11 INSTALL OWNER PROVIDED SIGNAGE BRACKETS TYPICAL OF ALL (8) 12 INSTALL OWNER PROVIDED METAL ART 13 ROOF TOP MECH. UNIT BEYOND RE: ROOF PLAN SHEET A13 14 ROOF TOP EXHAUST VENT BEYOND RE: ROOF PLAN SHEET A13 PARTIAL ELEVATION 3 PYLON SIGN BASE N.T.S. 3' EXTERIOR MATERIALS EA-1 STANDING SEAM METAL ROOF GALVANIZED STEEL SHEET W/ KYNAR FINISH (24 GA.) COLOR: (BLACK) F—EM---2-1 METAL CAP FLASHING GALVANIZED STEEL SHEET W/ KYNAR FINISH (24 GA.) COLOR: (BLACK) FE—M---371 OWNER PROVIDED STAINLESS STEEL PANELING, INSTALLED BY G.C. EXTERIOR WINDOW SYSTEMS EM5-1 DRIVE THROUGH WINDOW EN5-2 41e" ALUM. STOREFRONT KAWNEER TRIFAB 451 II (CLEAR ANODIZED) EXTERIOR WALL FINISHES EWF-1 FACE BRICK 1- STUCCO FINISH ON SELF EWF-2 FURRING GALV. METAL LATH W/ FRY REGLET CORNERS, MOLDING & TRIM AS REQUIRED (PMR FINISH BY DRYVIT) SEALANTS PROVIDE SEALANT & BACKER RODS AT ALL DISSIMILAR MATERIALS. TWO—PART NONSAG POLYURETHANE SEALANT BY SONNEBORN BUILDING PRODUCTS. CUSTOM COLOR TO MATCH STUCCO AT ALL DOOR FRAMES, STOREFRONT & W1NDOWS, WALL PENTRATIONS AND STUCCO TO MASONRY CONNECTIONS. SLOPE FOR POSITIVE DRAINAGE 2}' ......_..._..... .__... TREATED 2X6 FRAMING C TO WI1H }" COX PLYWOOD, :H BUILDING I�H BRICK TIES AS REQUIRED SECURE FRAME TO SECTION FOUNDATION Store: Raising Cane's Store # 38 1045 Texas Avenue College Station, Texas Prototype 213 Professional of Record: a`Y�\S1� ob �fear�c•, l rees% qTE OF Sheet Tifle: EXTERIOR ELEVATIONS Date: October 28, 2005 Project Number. 25058.00 Drawn By: BLS Sheet Number: A4 I�'I�5 1 ELEVATION REAR NORTH EXTERIOR MATERIAL AREAS/PERCENTAGES 1 /4• 1'-0• ETA-1 METAL ROOF 46 S.F. 4% EMI-2 & FLASHING CAP EWS-2 STOREFRONT SYSTEM 13 S.F. 1% EIYF-1 FACE BRICK 152 S.F. 15% EWF-2 STUCCO 850 S.F. 80% 2 ELEVATION = 1'-0 SIDE EAST EXTERIOR MATERIAL AREAS/PERCENTAGES PEPMETAL ROOF 144 S.F. 8% & FLASHING CAP EWS-2 STOREFRONT SYSTEM 181 S.F. 10% EWF-1 FACE BRICK 241 S.F. 12% EWF-2 STUCCO 1337 S.F. 70% 7 OSIGN BY OWNER. PROVIDE BLOCKING & POWER AS REQUIRED. OINSTALL OWNER PROVIDE FLAG POLE MOUNTS TYPICAL OF ALL (14) O3 SIGNAGE BY OWNER O EXTERIOR LIGHTING, RE: ELEC. O CONTROL JOINT O METAL COVERED CANOPY 0 RAISED STUCCO BAND OROOF SCUPPER & DOWNSPOUTS CONNECT DOWNSPOUTS TO RAIN WATER LEADERS O OVERFLOW SCUPPER 10 NEON CHANNEL & NEON BY OWNER 11 ROOF ACCESS LADDER RE: SP1. PROVIDE ALL REQ'D. BLOCKING FOR INSTALLATION. PAINT TO MATCH STUCCO 12 PAINTED (PRIMED) WALL LOUVER TO MATCH STUCCO FINISH 13 METAL ROOF, GUTTER & DOWNSPOUT REFER TO DETAIL: 2/A13 14 NOT USED 15 GAS METER & PIPING, PAINT TO MATCH STUCCO i6 ELECTRICAL CABINETS, PAINT TO MATCH STUCCO. BUILD TREATED 2X "BOX" TO, SUPPORT ELECTRICAL CABINETS. COORDINATE EXACT REQUIREMENTS WITH ELECTRICAL SUB —CONTRACTOR. 17 MECHANICAL UNIT BEYOND EXTERIOR MATERIALS EM-1 STANDING SEAM METAL ROOF GALVANIZED STEEL SHEET W/ KYNAR FINISH (24 GA.) COLOR: (BLACK) E]A-2 METAL CAP FLASHING GALVANIZED STEEL SHEET W/ KYNAR FINISH (24 GA.) COLOR: (BLACK) EXTERIOR WINDOW SYSTEMS EWS-2 41" ALUM. STOREFRONT KAWNEER TRIFAB 451 II (CLEAR ANODIZED) EXTERIOR WALL FINISHES EWF-1 FACE BRICK 1• STUCCO FINISH ON SELF EWF-2 FURRING GALV. METAL LATH W/ FRY REGLET CORNERS, MOLDING & TRIM AS REQUIRED (PMR FINISH BY DRYVIT) SEALANTS PROVIDE SEALANT`& BACKER RODS AT ALL DISSIMILAR MATERIALS. TWO—PART NONSAG POLYURETHANE SEALANT BY SONNEBORN BUILDING PRODUCTS. CUSTOM COLOR TO MATCH STUCCO AT ALL DOOR FRAMES, STOREFRONT & WINDOWS, WALL PENTRATIONS AND STUCCO TO MASONRY CONNECTIONS. rar.11 amblin o e wk4ki5 o�riJ N � m U a� Store: Raising Cane's Store # 38 1045 Texas Avenue College Station, Texas Prototype 2B Professional of Record: Dy/t av�'tSC s��f4" lyeses p5 qT f OF tE FOR PERMIT Revisions: ...................._..._.....__... _._...._.._.._................ ......... # Date Description Sheet Title: EXTERIOR ELEVATIONS Date: October 28, 2005 Project Number. 25058.00 Sheet Number. BLS civiffech Engineering, Inc. 11821 Telge Road Cypress, Texas 77429 Tel: 281-304-0200 Fax:281-304-0210 company@civiltecheng.com www.civiltecheng.com TRANSMITTAL Return Address: ® 11821 Telge Road, Cypress, Texas 77429 ❑ 600 Round Rock West Drive, Suite 502, Round Rock, Texas 78681 Send Via: ❑ Delivery ® Regular Mail ❑ Pick -Up ❑ Overnight To: City of College Station Date: October 13, 2005 1101 Texas Avenue Project No.: 250033 College Station, TX 77842 Attn: Chris Haver, CBO Re: Raising Canes @ 1045 Texas Ave, College Station RoutIn Person Company We are sending you: These are transmitted: ❑ Shop Drawings ® As Requested ❑ Original Drawings ® For Your Use ❑ Prints ❑ For Review & Comment ❑ Specifications ❑ For Your Signature ® Reports ❑ (Other) ❑ As Noted ❑ Contracts ❑ (Other) Originals Copies Description 1 Copy of Environmental Site Assesment (Asbestos Survey) Remarks: Thanks for your help. David V. Distribution: Prepared By: David Villalobos If enclosures are not as noted, please notify us immediately. PHASE I ENVIRONMENTAL SITE ASSESSMENT Proposed Raising Cane's Store Site 1045 Texas Avenue South College Station, Texas Prepared for: Raising Cane's Restaurants, LLC Baton Rouge, Louisiana SEPTEMBER 2005 Ref. 28292-00 (1) CONESTOGA-ROVERS & ASSOCIATES 4915 S. Sherwood Forest Blvd. Baton Rouge, LA 70816 (225)292-9007 Office; (225)293-1748 Fax TABLE OF CONTENTS Page 1.0 INTRODUCTION...................................................................................................................1 2.0 ENVIRONMENTAL DATABASES SEARCH AND HISTORICAL RECORDS REVIEW................................................................................................................................... 3 2.1 ENVIRONMENTAL DATABASES SEARCH ................................................ 3 2.1.1 FEDERAL DATABASES....................................................................................3 2.1.2 STATE DATABASES.......................................................................................... 6 2.2 STATE ENVIRONMENTAL AGENCY FILE REVIEW ................................. 8 2.2.1 TEXAS COMMISSION ON ENVIRONMENTAL QUALITY ...................... 8 2.2.2 WATER WELL INFORMATION..................................................................... 8 2.3 HISTORICAL RECORDS REVIEW.................................................................. 8 2.3.1 SANBORN FIRE INSURANCE MAPS............................................................ 8 2.3.2 PROPERTY TITLE SEARCH............................................................................. 9 2.3.3 AERIAL PHOTOGRAPHS................................................................................ 9 2.3.4 HISTORICAL TOPOGRAPHIC MAPS.........................................................10 2.3.5 CITY DIRECTORIES........................................................................................10 2.5 PREVIOUS ENVIRONMENTAL REPORTS.................................................11 3.0 SITE INSPECTION...............................................................................................................12 3.1 SITE OVERVIEW....:.........................................................................................12 3.2 ENVIRONMENTAL SETTING/ADJACENT PROPERTIES .....................12 3.3 NEAR -SURFACE GEOLOGY.........................................................................13 3.3.1 TOPOGRAPHY.................................................................................................13 3.3.2 GEOLOGY.........................................................................................................13 3.3.3 HYDROGEOLOGY..........................................................................................13 3.3.4 POTENTIAL FOR GROUNDWATER CONTAMINANT MIGRATION.14 34 UTILITY SERVICES..........................................................................................14 3.5 UNDERGROUND STORAGE TANKS (USTS)............................................14 3.6 ABOVEGROUND STORAGE TANKS(ASTS).............................................14 3.7 RAW MATERIAL AND CHEMICAL USE AND STORAGE.....................15 3.8 SOLID AND SPECIAL WASTE......................................................................15 3.9 HAZARDOUS WASTE....................................................................................15 3.10 WASTEWATER/SEWERS..............................................................................15 3.11 STORMWATER................................................................................................16 3.12 AIR EMISSIONS...............................................................................................16 3-Y� 3 MATERIALS (ACM.....................................16 __ASBESTOS-CONTANING 3.14 POLYCHLORINATEDBEPHENYLS(PCBS)................................................17 3.15 IONIZING RADIATION.................................................................................17 3.16 SPILLS/RELEASES..........................................................................................17 3.17 CERCLA LIABILITY POTENTIAL................................................................17 4.0 SUMMARY OF IDENTIFIED ENVIRONMENTAL ISSUES.........................................19 4.1 FINDINGS.........................................................................................................19 28292.00 (1) II CONESTOGA-ROVERS & ASSOCIATES 4.1.1 POTENTIAL CURRENT RECOGNIZED ENVIRONMENTAL CONDITIONS..............................................................19 4.1.2 POTENTIAL HISTORICAL RECOGNIZED ENVIRONMENTAL CONDITIONS..............................................................19 4.2 CONCLUSIONS................................................................................................19 4.3 NON -SCOPE CONSIDERATIONS.................................................19 REFERENCES.................................................................................................................................... 20 28292.00 (1) III CONESTOGA-ROVERS & ASSOCIATES LIST OF FIGURES (Following Text) FIGURE 1 VICINITY MAP FIGURE 2 SITE PLAN `FIGL-TRE-3-----�—ASBESTOS SAMPLING LOCATIONS LIST OF TABLES (Following Text) TABLE 1 ASBESTOS SCREENING TABLE 2 SOIL ANALYTICAL RESULTS TABLE 3 GROUNDWATER ANALYTICAL RESULTS LIST OF APPENDICES APPENDIX A ASSESSOR QUALIFICATIONS APPENDIX B ENVIRONMENTAL DATABASE SEARCH REPORT APPENDD(C SANBORN FIRE INSURANCE MAPS APPENDIX D AERIAL PHOTOGRAPHS APPENDIX E TOPOGRAPHIC MAPS APPENDIX F CITY DIRECTORY SUMMARY APPENDIX G SITE PHOTOGRAPHS 28292.00 (1) CiONESTOGA-ROVERS & ASSOCIATES M A 1.0 INTRODUCTION Conestoga -Rovers & Associates (CRA) was retained by Raising Cane's Restaurants, LLC (Raising Cane's) to complete a Phase I Environmental Site Assessment (ESA) of the former Kerri's Stacked Enchiladas restaurant site located on Lot 15R, Resubdivision Plat of College Hills Estates, Block 3, located at 1045 Texas Avenue South, College Station, Texas (referred to as the Property or Site). The purpose of a Phase I ESA is to identify recognized environmental conditions, as defined in ASTM Standard E 1527-00, at the Site. This ESA was conducted to assist Raising Cane's in establishing CERCLA innocent landowner defense and evaluating business environmental risk, as defined in ASTM Standard E 1527-00, for the Site. The Phase I ESA Site inspection was conducted by CRA on August 18, 2005. This ESA did not include an evaluation of potential substantive compliance issues. The Site consists of an approximately 0.9-acre lot, located at 1045 Texas Avenue South, College Station, Texas. There is one structure on the Site, the former approximately 4,500-square-foot restaurant building. The Phase I ESA was conducted in general accordance with ASTM Standard E 1527-00 for conducting ESAs. The assessment included an environmental database search, historical records review, Site inspection, and interviews with individuals associated with the Site. The only limitation to conducting the ESA in accordance with the ASTM Standard was the inability to observe the entire soil surface due to structures present on the Site and concrete driveways on the Site. This Phase I ESA was prepared by Michael Dann and was reviewed by David Marschall of CRA. Summaries of individual qualifications are provided in Appendix A. 28292.00 (1) The following tasks were conducted during the assessment (as applicable): • review of federal and state environmental databases and historical records (e.g., topographic maps, city directories, fire insurance maps, etc.); • review of historical aerial photographs of the Site; • review of past and current property use and adjacent property occupancy; • inspection of the facilities, equipment, utility services, operations, and associated Site records; • observations of conditions that represented potential environmental concerns; • review of chemical use and storage and spill/release incidents; • review of the results of prior inspections conducted at the Site; • review of waste handling, accumulation, storage, and disposal practices; CiONESTOGA-ROVERS & ASSOCIATES Ireview of air emissions and wastewater discharges; • review of the Site for equipment that potentially contains polychlorinated biphenyls I (PCBs); ' sampling and analysis for asbestos -containing materials (ACM); and • review of aboveground and underground storage tank records. CRA relied on information received from regulatory agencies and those interviewed as accurate unless contradicted by written documentation or field observations. The assessment did not include sampling and analyses for the presence of lead -based paint. The following report summarizes the information gathered by CRA during -the Phase I ESA and identifies recognized environmental conditions, as defined in ASTM Standard E 1527-00 at the Site. The Phase I ESA has been prepared for the use of Raising Cane's, and may not be relied upon by any other party without written consent from CRA. 28292-00 (1) 2 CONESTOGA-ROVERS & ASSOCIATES 2.0 ENVIRONMENTAL DATABASES SEARCH AND HISTORICAL RECORDS SEARCH 2.1 ENVIRONMENTAL DATABASES SEARCH CRA contracted Environmental Data Resources, Inc. (EDR) to conduct a search of federal and state environmental databases. Based on the address of the Site, the database searches were completed to assist in the identification of conditions at the Site and within a radius distance specified in ASTM Standard E1527-00. A copy of the database search is included as Appendix B. The following databases were searched with the findings as follows: 2.1.1 FEDERAL DATABASES 1. National Priority List (NPL) -1.0-mile search distance — no sites listed. 2. Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) - 0.5-mile search distance -no sites listed. 3. No Further Remedial Action Planned (NFRAP) Sites Report - 0.25-mile search distance - no sites listed. 4. Resource Conservation and Recovery Information System - Treatment, Storage and Disposal Facilities (RCRA-TSD) Report - 0.5-mile search distance — no sites listed. 5. Resource Conservation and Recovery Information System - Corrective Action Sites (RCRA-COR) Report -1.0-mile search distance — no sites listed. 6. Resource Conservation and Recovery Information System - Large - and Small - Quantity Generators (RCRA-GEN) Report — 0.25-mile search distance - no sites listed. One entry was not mapped for RCRIS-SQG due to inadequate address information. CRA could not locate Furrow Building Materials. 7. Emergency Response Notification System (ERNS) Report, - search distance limited to Property only — Property not listed. 8. Toxic Chemical Release Inventory System (TRIS) Report - 0.5-mile search distance - no sites listed. 28292-00 (1) 3 CONESTOGA-ROVERS & ASSOCIATES 2.1.2 STATE DATABASES 1. Underground Storage Tank List (UST) - 0.25-mile search distance. Adjacent Facility Tanks, Capacities, and Property Contents Status One 4,000-gal (gasoline) Removed No Dabbs Aggieland One 6,000-gal (gasoline) In Use (901 South Texas Avenue) Two 3,000-gal (gasoline) Removed One 550-gal (gasoline) Removed 2. Leaking Underground Storage Tank List (LUST) — 0.5-mile search distance. Adjacent Property Facility Release Date Release Status Groundwater impacted, no No Dabbs Aggieland Reported apparent threats or impacts to (901 S. Texas Avenue) 8/20/1992 receptors. No NFA letter was mentioned. Groundwater impacted, no No Andy's Food Market 2 Reported apparent threats or impacts to (815 S. Texas Avenue) 3/11/1998 receptors. Final Concurrence issued, Case closed. Soil contamination only, No MC Food Mart 2 Reported Requires full site assessment (815 S. Texas Avenue) 6 / 11 / 1991 and RAP. Final Concurrence issued, Case closed. Max Express Shell Groundwater impacted, no No Reported apparent threats or impacts to (1405 S. Texas 9/9/1998 receptors. Final Concurrence Avenue) issued, Case closed. Zip N Food Store 101 Groundwater impacted, no No (1400 S. Texas Reported apparent threats or impacts to Avenue) 12/18/1998 receptors. Final Concurrence issued, Case closed. Une entry was not mapped due to inadequate address information. CRA could not locate Environmental Impact. 26292-00 (1) 4 CONESTOGA-ROVERS & ASSOCIATES 3. Solid Waste Landfill List (State Landfill) - 0.5-mile search distance — no sites listed. Two entries were not mapped due to inadequate address information. CRA could not locate City of College Station Landfill and Texas A&M University Landfill. 4. Closed Landfill Inventory (CLI) —0.5-mile search distance -no sites listed. 5. State Hazardous Waste Sites List —1.0-mile search distance -no sites listed. 6. State CERCLIS Sites List — The State of Texas does not maintain a State CERCLIS Sites List. 2.2 STATE ENVIRONMENTAL AGENCY FILE REVIEW 2.2.1 TEXAS COMMISSION ON ENVIRONMENTAL QUALITY CRA did not conduct a separate Texas Commission on Environmental Quality (TCEQ) file review for the Site other than what was provided through the database search in Section 2.1.2. 2.2.2 WATER WELL INFORMATION According to the Federal USGS Well and Federal FRDS Public Water Supply System information, there are four federal registered water wells within a 1-mile radius of the Site. Three federal registered water wells are northwest of the Site, and one water well is southwest of the Site. One of the registered wells, approximately lei mile northwest of the Site, is a public water supply well. CRA researched an on-line database of water wells and monitor wells maintained by the Texas Department of Licensing and Regulation and the Texas Water Development Board. The on-line database identified the same wells as the aforementioned databases. In addition, monitor wells were identified in conjunction with the LUST sites noted in the database summary. (See Section 2.1.2) 28292.00 (1) 5 CONESTOGA-ROVERS & ASSOCIATES I 1 2.3 HISTORICAL RECORDS REVIEW 2.3.1 SANBORN FIRE INSURANCE MAPS Sanborn Fire Insurance Company maps assist in the identification of historical land use and commonly indicate the existence and location of aboveground and underground storage tanks, structures, improvements, and facility operations. Sanborn maps were available from the EDR Historical Map Collection for the years 1950 and 1970. No buildings or other structures are shown on the Site on either Sanborn map. Residences are shown to the north and northeast. Copies of the available Sanborn maps are given in Appendix E. 2.3.2 PROPERTY TITLE SEARCH A property title search was not conducted as part of this ESA. According to Mr. Wayne Cotter, of Clarke -Wyndham Real Estate Investment Services, the property is owned by Dr. Norbert Wilcox of Dallas, Texas. CRA was unable to reach Mr. Wilcox for an interview. 2.3.3 AERIAL PHOTOGRAPHS Aerial photographs assist in the identification of Site features and outdoor activities of potential environmental concern. Aerial photographs from 1954, 1961, 1974, 1983, 1994, and 2004 were obtained from Environmental Data Resources, Inc. (EDR). The 1954 aerial photograph, viewed at a scale of 1 inch = 1,500 feet, shows no visible structures on the Site. Areas to the north and east are residential, while areas south and west are undeveloped portions of Texas A&M University. The surrounding roads, Texas Drive, Francis Drive, Foster Avenue and Walton Drive (entrance to the University), are present. In the 1961 aerial photograph, viewed at a scale of 1 inch = 500 feet, the Site looks similar to the 1954 photograph, with no visible structures. Walton Drive has been improved at the entrance to the University, and Texas Avenue has been widened. The University property to the south appears to be a golf course. In the 1974 aerial photograph, viewed at a scale of 1 inch = 500 feet, the Site has a square building in the center of the property, with the north part of the property paved with 28292-00 (1) 6 CONESTOGA-ROVERS & ASSOCIATES either gravel or concrete. Additional commercial/industrial development has s occurred on the northwest and southeast sides of the Site, indicated by the appearance of buildings and driveway/parking areas. In the 1983 aerial photograph, viewed at a scale of 1 inch = 500 feet, an L-shaped building is visible on the property located to the southeast. The L-shaped building abuts the southeast side of the Site property and the Site building. Although the L-shaped building has its own driveway, it appears to share a drive on the north side with the Site. In the 1994 aerial photograph, viewed at a scale of 1 inch = 500 feet, the Site building appears unchanged. The L-shaped building previously visible on the property located to the southeast appears to still be present. In the 2004 aerial photograph, viewed at a scale of 1-inch = 500 feet, the Site building appears unchanged. However, the parking surfaces around the Site building have been expanded, with only a small area of lawn remaining on the south side of the Site. A small patch of vegetative cover also is visible in the northwest corner of the Site. A frontage road has been added to Texas Avenue, which removed a portion of the southern edge of the Site. The L-shaped building previously visible on the property located to the southeast is still there. Copies of the aerial photographs of the Site are presented in Appendix C. 2.3.4 HISTORICAL TOPOGRAPHIC MAPS Historical topographic maps assist in identification of Site features and historical topography. CRA reviewed topographic maps supplied by EDR for the "Wellborn, Texas" quadrangle for 1961, 1961-1971, and 1961-1980. All maps were of the 7.5-minute series, with scales of 1:24,000. On the topographic maps reviewed, there are no structures on the Site. The topographic elevations through the Site remain the same on all maps. The topographic maps do not provide significant additional information not found on the aerial photography. Copies of the topographic maps are presented in Appendix D. 28292-00 (1) 7 CiONESTOGA-ROVERS & ASSOCIATES 1 2.3.5 CITY DIRECTORIES - City directories may assist with determining the potential for environmental concern based on operations conducted at or near a site by previous owners and/or lessees. City directories were searched by EDR and the EDR summaries were reviewed by CRA at approximately 5-year intervals starting in 1951 and ending in 1993. Texas Avenue was not listed in city directories until 1978. In 1978 the Site use is listed as Sambo's Restaurant. In 1983 the Site use is listed as Season's Restaurant. In 1988 the Site use is listed as Vacant. In 1993 the Site use is listed as Wings N More. According to the city directories reviewed, surrounding properties near the Site have included Aggieland (Mobil) Service Station (901 South Texas Avenue), Dabbs Oil (901 South Texas Avenue), College Station Medical Center (903 South Texas Avenue), Texas A&M University (1000 South Texas Avenue), Shanghai Restaurant (1037 South Texas Avenue), Mama's Pizza (1037 South Texas Avenue), University Flowers & Gifts (1049 South Texas Avenue), Derma -Care Electrolysis Clinic (1049 South Texas Avenue), Calliham & Robinson (1055 South Texas Avenue), Zane's Lisa Scholl of Dance (1057 South Texas Avenue), Homestead Savings Association of Texas (1063 South Texas Avenue) and Chili's Grill & Bar (1063 South Texas Avenue). Note that University Flowers & Gifts (1049 South Texas Avenue) and Derma -Care Electrolysis Clinic (1049 South Texas Avenue) are businesses located just southeast and adjacent to the Site. Shanghai Restaurant (1037 South Texas Avenue) and Mama's Pizza (1037 South Texas Avenue) are located on the northwest adjacent side of the Site. A copy of the EDR city directory summary is given in Appendix E. 2.4 PREVIOUS ENVIRONMENTAL REPORTS The Site contact was unaware of any previous environmental site assessments that have been prepared for the Site. During the Site inspection, evidence of recent soil borings activity was observed at the Site. The borings are presumed to be a part of a geotechnical study in conjunction with Cane's anticipated construction on the Site. 28292-00 (1) 8 CiONESTOGA-ROVERS & ASSOCIATES 1 3.0 SITE INSPECTION On August 18, 2005, Mr. Michael Dann of CRA inspected the Site located at 1045 Texas Avenue S., College Station, Texas. The Site inspection included observations of the Site and visual observations of adjacent properties as viewed from the Site and surrounding II roadways. Mr. Wayne Cotter, of Clarke -Wyndham Real Estate Investment Services, served as the Site contact and accompanied CRA during the initial part of the Site inspection. Mr. Cotter also provided information about the condition and history of the Site. 3.1 SITE OVERVIEW The Site is comprised of the former Kerri's Stacked Enchiladas restaurant site located on Lot 15R, Resubdivision Plat of College Hills Estates, Block 3, located at 1045 Texas Avenue South, College Station, Brazos County, Texas. An approximately 4,500-square- foot vacant restaurant building and associated paved parking areas occupy the approximately 0.9-acre Site. The Site building is constructed with cinderblocks on a concrete slab on grade. Most of the building has a tar -and -gravel roof, with the remainder asphalt composition shingles. According to the Site contact, the Site has been vacant since January 2005. Building �) furnishings and fixtures were sold at auction. Several restaurants have occupied the Site since its development in approximately 1976. The paved parking areas were in fair condition, with multiple patches. At the time of the inspection, the building was in poor I� condition, with partial interior demolition, and scattered debris and trash. Copies of Site photographs are presented in Appendix G. 3.2 ENVIRONMENTAL SETTING/ADTACENT PROPERTIES The Site is located across Texas Avenue from the Texas A&M golf course on the Texas A&M campus, in a mixed commercial/residential area. The Site is bordered by the following properties: • Northeast. by a residential area, and beyond by Foster Avenue; • Southeast. by University Flowers, and beyond by Brazos Valley Computers, Image Management, Burdety and Son Outdoor Adventure Shop. Farther to the southeast is a Chili's restaurant; 28292-00 (1) 9 CONESTOGA- ROVERS & ASSOCIATES • Southwest: by a frontage road and Texas Avenue South (Highway 6 Business Route), and beyond by the Texas A&M golf course which is on the Texas A&M campus. There is an unnamed creek on the golf course; • Northwest. by Cazadores restaurant, and beyond by Alfred T. Hornback's Pools, Acme Auto Glass, and Wakefield Sign Service. No evidence of adverse impact to.the Site from adjacent properties was observed by CRA during the Site inspection. None of the adjacent properties were listed in the database as having potential environmental concerns. 3.3 NEAR -SURFACE GEOLOGY 3.3.1 TOPOGRAPHY According to the Wellborn, Texas, USGS topographic map, the elevations at the Site range from approximately 310 to 315 feet above mean sea level (MSL). Local natural drainage is to the southeast towards an unnamed, intermittent creek, and thence east to Carters Creek. 3.3.2 GEOLOGY According to the Geologic Atlas of Texas, Austin Sheet, 1981, the Site is situated on the Eocene Yegua Formation, consisting of sandstone, clay and lignite. The formation thickness may be from 750 feet to 1,000 feet. Locally, the Yegua Formation consists primarily of clay, with interbedded silty clays, sandy clays and clayey sands. 3.3.3 HYDROGEOLOGY According to the Texas Water Development Board (TWDB), the Site is not located on a major aquifer. However, the Site is located on the minor Yegua-Jackson Aquifer, as well as on the downdip portion of the minor Sparta Aquifer and the downdip portion of the minor Queen City Aquifer. Although the occurrence, quality, and quantity of water from the Yegua-Jackson Aquifer are erratic, domestic and livestock supplies are available from shallow wells over most of its extent. Locally, water for municipal, industrial, and irrigation purposes is available. Yields of most wells are small, less than 50 gallons per minute, but in some areas, yields of adequately constructed wells may range to more than 500 gallons per minute. The Yegua-Jackson Aquifer consists of complex associations of sand, silt, and clay. Net freshwater sands are generally less than 200 feet deep at any location within the aquifer. Water quality varies greatly within the aquifer, and shallow occurrences of poor -quality water are not uncommon. In general, 28292-00 (1) 10 CONESTOGA-ROVERS & ASSOCIATES however, small to moderate amounts of usable water can be found withal shallow sands (less than 300 feet deep) over much of the Yegua-Jackson Aquifer. 3.3.4 POTENTIAL FOR CONTAMINANT MIGRATION Shallow groundwater at the Site would be expected to flow towards the southwest and south, toward the lowest topographic relief, the nearby unnamed creek. The depth to the shallowest drinking -water -quality aquifer in the area, the Yegua-Jackson Aquifer, may be from approximately 195 feet to deeper than 300 feet below ground surface. The potential for contamination to reach this aquifer from shallow sources at the Site is low due to the primarily clayey soils above the aquifer. Potential impacts from surface water runoff from the Site would probably be to the southwest and south to the unnamed creek. 3.4 UTILITY SERVICES Utility services are available to the Site. The City of College Station provides water, sewer, electric, and fire -protection services. Atmos Energy provides gas services to the Site. Verizon provides telephone services. According to Mr. Cotter, no groundwater wells or septic systems are located on Site. No evidence of groundwater wells or septic systems was observed by CRA during the Site inspection. 3.5 UNDERGROUND STORAGE TANKS (USTs) CRA did not observe physical evidence of USTs such as vent pipes or fill pipes at the Site. According to the Site contact, there have never been any USTs on the Site. The Site and immediately adjacent properties do not appear in the UST or LUST databases discussed in Section 2.1.2. Mr. Cotter, who has resided in the area for approximately 20 years, is unaware of any historical USTs on or adjacent to the Site. 3.6 ABOVEGROUND STORAGE TANKS (ASTs) CRA did not observe any physical evidence of ASTs (e.g., foundations, pipes, etc.) at the Site. According to Mr. Cotter, there have never been ASTs at the Site. 28292-00 (1) 11 CONESTOGA-ROVERS & ASSOCIATES 3.7 RAW MATERIAL AND CHEMICAL USE AND STORAGE Stained soil and distressed vegetation may indicate the release of raw materials and or chemicals. CRA did not observe any stained soil or distressed vegetation on the Site. According to the Site contact, the Site has never been used for storage of chemicals, with the exception of normal household and janitorial chemicals typically used in the former restaurants. 3.8 SOLID AND SPECIAL WASTE No special wastes, such as biohazards or medical wastes, were observed and no generators of such waste were observed at the Site. Solid waste debris were observed during the Site inspection. According to the Site contact, the Site has never been utilized for solid or special waste storage or disposal. No dumpsters were observed; however, a fenced solid waste containment area was observed behind the Site building. No solid wastes are currently generated at the Site. Historical solid wastes would have included spoiled food, grease, and food -packaging materials. According to the Site contact, there was an aboveground grease trap at the Site, which was removed. CRA observed several floor drains within the Site building as well apparent sanitary sewer access points on the northeast side of the Site building. It is presumed that the floor drains were connected to the sanitary sewer via a grease trap of some kind. 3.9 HAZARDOUS WASTE CRA did not observe physical evidence of hazardous wastes at the Site. According to the Site contact, the Site has never generated hazardous wastes. The Site addresses were not listed in the database search, in Section 2.1, as a hazardous waste generator or facility. 3.10 WASTEWATER/SEWERS According to the Site contact, no wastewater is currently generated, stored, or disposed at the vacant Site. Historically, the Site restaurants would have produced sanitary wastewater associated with restrooms in the Site building, as well as mop water which may have entered the floor drains described in Section 3.8. The City of College Station provides sewer service to the Site and adjacent properties. P8292_00 (1) 12 CONESTOGA-ROVERS & ASSOCIATES 1 3.11 STORMWATER Stormwater drainage from the Site building and paved parking areas is from southeast to northwest and from northeast to southwest into municipal stormwater drains located along Texas Avenue South. 3.12 AIR EMISSIONS An air emissions survey was not conducted as part of this ESA; however, CRA observed Ino sources of regulated air emissions on the Site. Several compressed gas cylinders were observed during the Site inspection. Labels on the cylinders indicated that they contained carbon dioxide, helium, and fire extinguishing materials. I 3.13 ASBESTOS -CONTAINING MATERIALS (ACM) On August 18, 2005, CRA made observations of the materials present in the structures on the Site to determine if any are suspected of containing asbestos. CRA collected samples of floor tile, ceramic floor tile grout, ceiling tile, roofing materials, and drywall materials from the Site building. The bulk samples were collected by CRA personnel licensed by the Texas Department of State Health Services to perform asbestos inspections. The samples were placed in individual plastic sample bags, and labeled with a unique identification number for subsequent shipment to the analytical laboratory. The samples were submitted, under chain -of -custody protocol, to EMSL Analytical, Inc. in Chicago, Illinois, for analyses. The samples were analyzed for asbestos content using polarized -light microscopy (PLM). Samples of floor tiles and roofing materials also were analyzed by transmission electron microscopy. Asbestos at a level of 1 percent or greater was detected in the ceramic floor tile grout of the dining, serving, entry, prep, dishwashing, office, and restroom areas of the Site building. The floor tile grout is classified as Category II non - friable ACM, and is in fair condition. It should be noted that the ceramic floor tile had been removed from all of the cited areas with the exception of the serving and prep areas at the time of the inspection. The analytical laboratory results, chain -of -custody documents, and Table 1, which identifies sample locations, materials sampled, and the asbestos content of the samples, are included in Appendix H. CRA sampled and analyzed suspected materials that were 28292 00 (1) 13 CONESTOGA-ROVERS & ASSOCIATES identified by visual observation and were accessible for observation and sampling. Additional ACM may be present in areas not accessible to CRA during the Site inspection. 3.14 POLYCHLORINATED BIPHENYLS (PCBs) Several pole -mounted transformers were observed near the back of the Site (northeast side). No stained soil or distressed vegetation were observed near the poles, and the transformers did not appear to be leaking. The transformers were labeled "No PCB". According to the Site contact, the transformers likely are owned by the local utility, and would be its responsibility for any releases from the transformers. Fluorescent light fixtures were noted in a few areas of the Site building. Due to the age of the building, those fixtures could contain PCBs. No other PCB -containing equipment was observed at the Site by CRA during the Site inspection. 3.15 IONIZING RADIATION No radiation sources were observed by CRA during the Site inspection. The USEPA has determined Brazos County to be in a Level 3 Radon Zone, with indoor air concentrations of radon anticipated to be less than 2 pCi/L. The USEPA-established action level for radon gas is 4 pCi/L. 3.16 SPILLS/RELEASES CRA did not observe any stained soil, distressed vegetation, or other evidence of a spill or release on the Site during the Site inspection. The Site contact is unaware of any spills or releases associated with the Site. CRA interviewed Lieutenant Mike Ruesink of the College Station Fire Department. Mr. Ruesink said that there had been no spills or releases at the Site which required a response from the fire department. The only fire at the Site was a grease fire in an exhaust system. 3.17 CERCLA LIABILITY POTENTIAL The Site is not listed on the NPL or in the Texas State Hazardous Waste Site Database (State Sites). According to Mr. Cotter, he is unaware of the Site or Site owner having received notification from any governmental agency or third party of liability as a potential responsible party for any hazardous waste treatment, storage, or disposal at 28292-00 (1) 14 CiONESTOGA-ROVERS & ASSOCIATES the Site. He also denied knowledge of the Site or Site owner h g e awing defended any claims or litigation related to hazardous substances or releases at the Site asserted by any governmental agency or third party, and no potential claims or litigation presently exist to .the best knowledge of Mr. Cotter. The Site owner, Dr. Wilcox, was unavailable I for interview. 28292-00 (1) 15 CiONESTOGA-ROVERS & ASSOCIATES 4.0 SUMMARY OF IDENTIFIED ENVIRONMENTAL ISSUES 4.1 FINDINGS Based on the Phase I ESA including the Site inspection, database search, historical records reviewed, information provided by Site personnel, and interviews, the following potential recognized environmental conditions as defined in ASTM Standard E 1527-00, were identified at the Site. 4.1.1 POTENTIAL CURRENT RECOGNIZED ENVIRONMENTAL CONDITIONS CRA did not identify any potential current recognized environmental conditions at the Site. 4.1.2 POTENTIAL HISTORICAL RECOGNIZED ENVIRONMENTAL CONDITIONS CRA did not identify any potential historical recognized environmental conditions at the Site. 4.2 CONCLUSIONS CRA has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Standard E 1527-00 of the former Kerri's Stacked Enchilada's restaurant site located on Lot 15R, Resubdivision Plat of College Hills Estates, Block 3, located at 1045 Texas Avenue South, College Station, Texas Any exceptions to or deletions from this practice are described in Section 1.0 of this report. This assessment revealed no evidence of any current or historical recognized environmental conditions at the Site. 4.3 NON -SCOPE CONSIDERATIONS The non -scope consideration included in this report was the inspection for the presence of asbestos -containing materials in the Site building. Asbestos -containing material was identified in ceramic floor tile grout present in several areas as described in Section 3.13. 28292-00 (1) 16 CONESTOGA-ROVERS& ASSOCIATES REFERENCES Environmental Data Resources, Inc., The EDR-City Directory Abstract, 1045 Texas Avenue S, College Station, Texas 77840, Inquiry number:1490037.5, August 18, 2005. Environmental Data Resources, Inc., Sanborn Map Report, 1045 Texas Avenue S, College Station, Texas 77840, Inquiry number:1490037-3s, August 17, 2005. Environmental Data Resources, Inc., EDR Historical Topographic Map Report, 1045 Texas Avenue S, College Station, Texas 77840, Inquiry number: 1490037.4, August 17, 2005. Environmental Data Resources, Inc., EDR aerial photographs for the years 1954, 1961, 1974, 1983,1994 and 2004 The University of Texas at Austin, Bureau of Economic Geology, Geologic Atlas of Texas Austin Sheet,1995. Texas Water Development Board, Water for Texas — 2002, January 2002. Environmental Data Resources, Inc., The EDR Radius Map with GeoCheck, 028291-01 College Station, Texas, 1045 Texas Avenue S, College Station, Texas, Inquiry number: 1490037.2s, dated August 17, 2005. Ruesink, Mike, City of College Station Fire Department, communication with Michael Dann, CRA, August 18, 2005. Co tter, R. Wayne, Clarke Wyndham, Bryan/College Station, Texas, communication with Michael Dann, CRA, August 18, 2005. 1 28292-00 (1) 17 CONESTOGA-ROVERS & ASSOCIATES All of Which is Respectfully Submitted, CONESTOGA-ROVERS & ASSOCIATES Michael W. Dann �- David G. Marschall 28292-00 (1) 18 CiONESTOGA-ROVERS & ASSOCIATES m ® W RR Li i 10 M ® RR ENTRY PATIO ROOM [z] OUTSIDE 3s STORAGE 28 34 35 w zs � J U p BAR AREA OFFICE Os zs � 1e PANTRY ',�t SCALE: APPROX. 1"=12' STORAGE WALK-IN FREEZER WALK-IN J 1s REFRIG- 20 19 ERATOR I OFFICE HAND I AREA SINK DISH WASHING 22 GRILL3 A EA za PREP I ©29 SERVING AREA I o I I I I I © I DINING AREA 32 30 r+-+ LEGEND ® FLOOR DRAINS — — — — REMOVED [D ASBESTOS SAMPLE LOCATIONS FLOOR PLAN -ASBESTOS SAMPLING LOCATIONS j PROPOSED RAISING CANE'S STORE SITE 1045 TEXAS AVE. S College Station, Texas 5Z`JZ-U1(UUI )CiN-JF'UUl AUU "Zb/"ZUUb Page 1 of 2 TIABE1� ASBESTOS SCREENING PROPOSED RAISING CANE'S STORE SITE 1045 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS Sample No. Material Descri tion Location % Asbestos A-28292-01-MWD-81805-01 A-28292-01-MWD-81805-02 A-28292-01-MWD-81805-03 A-28292-01-MWD-81805-04 A-28292-01-MWD-81805-05 A-28292-01-MWD-81805-06 A-28292-01-MWD-81805-07 A-28292-01-MWD-81805-08 A-28292-01-MWD-81805-09 A-28292-01-MWD-81805-10 A-28292-01-MWD-81805-11 A-28292-01-MWD-81805-12 A-28292-01-MWD 8180513 A-28292-01-MWD-81805-14 A-28292-01-MWD-81805-15 A-28292-01-MWD-81805-16 A-28292-01-MWD 81805 17 A-28292-01-MWD 81805 18 A-28292-01-MWD-81805-19 A-28292-01-MWD-81805-19a A-28292-01-MWD 81805 20 A-28292-01-MWD-81805-20a A-28292-01-MWD-81805-21 A-28292-01-MWD 81805 21a A-28292-01-MWD-81805-22 A-28292-01-MWD-81805-23 A-28292-01-MWD-81805-24 A-28292-01-MWD-81805-25 A-28292-01-MWD•81805-25a A-28292-01-MWD-81805.26 A-28292-01-MWD-81805-26a A-28292-01-MWD-81805-27 A-28292-01-MWD-81805-27a A-28292-01-MWD-81805-28 A-28292-01-MWD-81805.28a A-28292-01-MWD-81805-28b A-28292-01-MWD-81805-29 A-28292-01-MWD-81805-29a A-28292-01-MWD-81805-29b A-28292-01-MWD-81805-30 A-28292-01-MWD-81805-30a A-28292-01-MWD-81805-30b A-28292-01-MWD-81805-31 A-28292-01-MWD-81805-31a A-28292-01-MWD-81805-31b A-28292-01-MWD-81805-32 A-28292-01-MWD-81805-32a A-28292-01-MWD-81805-32b A-28292-01-MWD-81805-33 A-28292-01-MWD-81805-34 Roofing CeilingTile, TxT, scratch & peck pattern CeilingTile, TxT, scratch & peck pattern CeilingTile, 2'x2', scratch & peck pattern CeilingTile,1'xl', bevelled, scratch & peck pattern Ceiling Tile.1'xl', bevelled, scratch & peck pattern 'Lelling Tile,1'xl', bevelled, scratch & peck pattern Ceiling Tile, 2'x4', scratch & Peck pattern Ceiling Tile, 2'x4', scratch & peck pattern Ceiling Tile, Tx4', scratch & peck pattern Ceramic Floor Tile Grout Ceramic Floor Tile Grout Ceramic Floor Tile Grout Floor Tile, l'xl', a , mottled attem Floor Tile, 1'xl', gray, mottled pattern Floor Tile, l'xl', ay, mottled pattern Floor Tile, l'xl', brown, mottled pattern Floor Tile, l'xl', brown, mottled pattern Floor Tile, l'xl', brown, mottled attem Floor Tile,1'xl', white, under brown the Floor Tile,1'xl', white, under brown tile, mastic Floor Tile, l'xl', white, under brown tile Floor Tile, l'xl', white, under brown tile, mastic Floor Tile,1'xl', white, under brown tile Floor Tile,1'xl', white, under brown tile, mastic Residual Floor Material Residual Floor Material Residual Floor Material Floor Tile,1'xl', light green/beige Floor Tile,1'xl', light green/beige, mastic Floor Tile,1'xl', light green/beige Floor Tile, l'xl', light green/beige, mastic Floor Tile,1'xl', light green/beige Floor Tile,1'xl', light green/beige Drywall, taped & bedded, no texture, joint compd. Drywall, to ed & bedded, no texture, paper Drywall, taped & bedded, no texture, drywall only —Bar all, taped & bedded, no texture, joint compd. Serving Drywall, taped & bedded, no texture, paper Servin Drywall, taped & bedded, no texture, drywall only Serving all, to ed & bedded, no textur, joint compd. South Drywall, taped & bedded, no texture, papen South Drywall, taped & bedded, no texture, drywall only South all, to ed & bedded, no texture, joint compd. Dinin all, taped & bedded, no texture,paper— DiningArea all, taped & bedded, no texture, all only—,DiningArea all, to ed & bedded, no texture, joint compd. DiningArea all, taped & bedded, no texture, paper DiningArea all, taped & bedded, no texture, all onlyDiningArea Roofin Materials (tar &gravel) Roof, Materials (tar &gravel), roofing —Roof, Bar Area DiningArea South Corner of BuildingND Bar Area Bar Area Bar Area Patio Room Patio Room Patio Room Near Restrooms Dining Area Serving Area Pre Area Pre Area Prep Area pan try Pantry PantryND pantryND Pan PantryND Pan PantryND Pantry Grill Area Grill Area Grill Area Office near Pantry Office near Pantry Office near Pantry Office near Pantry Office near Pantry Office near Pantry Bar Area Bar Area Area Area Area Area Corner of Building Comer of Buildin Comer of Building Area middle rear middle rear ND ND ND ND ND ND ND ND 2% chrysotile 2% chrvsotfle 5% sotile ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND <1% chrysotile ND ND <1% chrysotile ND ND 4% chrysotile ND ND <1% otile ND ND ND ND CRA 28292-00 (1) .7 Page 2 of 2 TABLE ASBESTOS SCREENING PROPOSED RAISING CANE'S STORE SITE 1045 TEXAS AVENUE SOUTH COLLEGE- STATION, TEXAS A-28292-01-MWD-81805-34a Roofing Materials (tar &gravel), rock Roof, middle rear ND A-28292-01-MWD-81805-35 Roofing Materials (tar &gravel), roofing Roof, middle rear ND A-28292-01-MWD-81805-35a Roofing Materials (tar &gravel), rock Roof, middle rear ND A-28292-01-MWD-81805-36 Roofing Materials (composition shingles) Roof, middle rear ND A-28292-01-MWD-81805-37 Roofing Materials (composition shingles) Roof, middle rear ND A-28292-01-MWD-81805-38 Roofing Materials (composition shingles) lRoof, middle rear ND Notes: ND-- None detected CRA 28292-00 (1) AP.P.ENDIX H ASBESTOS SURVEY RESULTS, ANALYTICAL LABORATORY RESULTS, AND CHAIN -OF -CUSTODY DOCUMENTATION 28292-00(1) I - - EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chica olab msl.com II � Attn: Mike Dann CRA (Conestoga -Rovers & Associates) Customer ID: CONE53M Customer 2270 Springlake Road PO: Received: 08/25/0510:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 Fax: (972) 331-8501 Phone: (972) 331-8500 Project: 028292-01 Cane's-College Station EMSL Proj: Analysis. Date: 8/26/2005 Report Date: 8/26/2005 Asbestos Analysis of Non -Friable Organically Bound materials by Transmission Electron Microscopy via NYS ELAP Method 198.4 SAMPLE ID DESCRIPTION APPEARANCE %MATRIX %NON -ASBESTOS ASBESTOS MATERIAL FIBERS TYPES %.TOTAL ARRFRTnC A-Z1J2UZ-UIMWU- 81805-14 Gray 100.0 None No Asbestos Detected Non -Fibrous 260503012-0057 Homogeneous A-28292-01MWD- Gray 100.0 None No Asbestos Detected 81805-18 Non -Fibrous 260503012-0058 Homogeneous A-28292-01MWD- Tan 100.0 None No Asbestos Detected 81805-20 Non -Fibrous 260503012-0059 Homogeneous A-28292-01MWD- Tan 100.0 None No Asbestos Detected f81805-23 Non -Fibrous 260503012-0060 Homogeneous A-28292-01MWD- Tan 100.0 None No Asbestos Detected 81805-26 Non -Fibrous 260503012-0061 Homogeneous A-28292-01MWD- Black 100.0 None No Asbestos Detected 181805-35 Non -Fibrous 260503012-0062 Homogeneous A-28292-01MWD- Black/Gray 100.0 None No Asbestos Detected 81805-38 Non -Fibrous 260503012-0063 Homogeneous Analyst(s) Sandra Sobrino (7) Sandra Sobrino or other approved signatory This laboratory is not responsible for % asbestos in total sample when the residue only is submitted for analysis. The above report relates only to the items tested. This report may not be reproduced, except in full, without written approval by EMSL Analytical, Inc. ACCREDRATIONS: NVLAP #200399-0, TDH License #30-0289 i" 114vD-e THIS IS THE LAST PAGE OF THE REPORT. EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chicaaolabC )emsl com Ann: Mike Dann CRA (Conestoga -Rovers & Associates) Customer ID: Customer CONE53M I2270 Springlake Road PO: Received: 08/22/0510:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 I Fax: (972) 331-8501 Phone: (972) 331-8500 Project: 028292-01 Cane's-College Station EMSL Proj: Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Location Appearance %, Fibrous % Non -Fibrous % Type A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected 81805-01 Fibrous 45% Cellulose 260503012-0001 Homogeneous A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected 81805-02 Fibrous 45% Cellulose 260503012-0002 Homogeneous A-28292-01-MWD- 81805-03 Gray 45% Glass 10% Non -fibrous (other) None Detected Fibrous 45% Cellulose 260503012-0003 Homogeneous A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected 81805-04 Fibrous 45% Cellulose 260503012-0004 Homogeneous A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected 81805-05 Fibrous 45% Cellulose 260503012-0005 Homogeneous A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected 81805-06 Fibrous 45% Cellulose 260503012-0006 Homogeneous Analyst(s) Sandra Sobrino (56) Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testing by TEM to confirm asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the e)vress written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (WLAP-200399-0) MH License #30-0289 I PLM-1 EMSL Analytical, Inc. 2444 W. George Street, Chicago; IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chicagolabremsl.com ' Attn: Mike Dann Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: I 2270 Springlake Road Received: 08/22/05 10:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 IFax (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized ILight Microscopy Non -Asbestos Asbestos ISample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected 81805-07 Fibrous 45% Cellulose 260503012-0007 I Homogeneous A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected 81805-08 Fibrous 45% Cellulose 260503012-0006 Homogeneous A-28292-01-MWD- Gray 45% Glass 10% Non -fibrous (other) None Detected I81805-09 Fibrous 45% Cellulose 260503012-0009 Homogeneous Gray/Black 98% Non -fibrous (other) 2% Chrysotile fA-28292-01-MWD- 81805-10 Non -Fibrous 260503012-0010 Homogeneous IA-28292-01-MWD- Gray/Black 98% Non -fibrous (other) 2% Chrysotile 81805-11 Non -Fibrous 260503012-0011 Homogeneous A-28292-01-MWD- Gray 95% Non -fibrous (other) 5% Chrysotile 81805-12 Non -Fibrous 260503012-0012 IHomogeneous I Analyst(s) ISandra Sobrino (56) IDue to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as 0% or none detected may require additional testing by TEM to confirm asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the express written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago NVLAP-200399-0). TDH License #30-0289 PLM-1 Sandra Sobrino or other approved signatory r% EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chicaclolab(&emsl.com Attn: Mike Dann Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: 2270 Springlake Road Received: 08/22/05 10:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 Fax: (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station A I ' na ysls Date. 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- Gray 100% Non -fibrous (other) None Detected 81805-13 Non -Fibrous 260503012-0013 Homogeneous A-28292-01-MWD- Gray 100% Non -fibrous (other) None Detected 81805-14 Non -Fibrous 260503012-0014 Homogeneous A-28292-01-MWD- Gray 100% Non -fibrous (other) None Detected 81805-15 Non -Fibrous 260503012-0015 Homogeneous A-28292-01-MWD- Brown 100% Non -fibrous (other) None Detected 81805-16 Non -Fibrous 260503012-0016 Homogeneous A-28292-01-MWD- Brown/Gray 100% Non -fibrous (other) None Detected 81805-17 Non -Fibrous 260503012-0017 Homogeneous A-28292-01-MWD- Brown/Gray 100% Non -fibrous (other) None Detected 81805-18 Non -Fibrous 260503012-0018 Homogeneous Analyst(s) Sandra Sobrino (56) Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testing by TEM to confine asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the express written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. 4nalysis performed by EMSL Chicago (NVLAP-200399-0), MH License #30-0289 PLM-1 3 EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60616 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chicagolab@emsi.com Ann: Mike Dann i Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: 2270 Springlake Road Received: 08122/0510:00 AM Suite 800 EMSL Order: 260503012 ' Dallas, TX 75234 Fax: (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos ISample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- Cream/Tan 100% Non -fibrous (other) None Detected 81805-19/Floor Tile Non -Fibrous 260503012-0019 I Homogeneous A-28292-01-MWD- Yellow 100% Non -fibrous (other) None Detected 81805-19/Mastic Non -Fibrous I 260503012-0039 Homogeneous A-28292-01-MWD- Tan/Cream 100% Non -fibrous (other) None Detected I81805-20/Floor Tile Non -Fibrous 260503012-0020 Homogeneous A-28292-01-MWD- 81805-20/Mastic 260503012-0040 Yellow Non -Fibrous 100% Non -fibrous (other) None Detected Homogeneous IA-28292-01-MWD- Tan/Cream 100% Non -fibrous (other) None Detected 81805-21/Floor Tile Non -Fibrous 260503012-0021 A-28292-01-MW D- 81805-21/Mastic 260503012-0041 Analyst(s) Sandra Sobrino (56) Homogeneous Yellow Non -Fibrous Homogeneous 100% Non -fibrous (other) None Detected 9 Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testing by TEM to confine asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the express written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (NVLAP-200399-0), MH License #30-0269 IPLM-1 - 4 EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chicagolab@emsl.com Attn: Mike Dann Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: 2270 Springlake Road Received: 08/22/0510:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 Fax (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- Grayfran 100% Non -fibrous (other) None Detected 81805-22 Non -Fibrous 260503012-0022 Homogeneous A-28292-01-MWD- Gray/Tan 100% Non -fibrous (other) None Detected 81805-23 Non -Fibrous 260503012-0023 Homogeneous A-28292-01-MWD- Grayrran 100% Non -fibrous (other) None Detected 81805-24 Non -Fibrous 260503012-0024 Homogeneous A-28292-01-MWD- Gray/Tan 100% Non -fibrous (other) None Detected 81805-25/Floor Tile Non -Fibrous 260503012-0025 Homogeneous A-28292-01-MWD- Yellow 100% Non -fibrous (other) None Detected 81805-25/Mastic Non -Fibrous 260503012-0042 Homogeneous A-28292-01-MWD- Tan/Gray 100% Non -fibrous (other) None Detected 81805-26/Floor Tile Non -Fibrous 260503012-0026 Homogeneous Analyst(s) Sandra Sobrino (56) 1 Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1 % or none detected may require additional testing by TEM to confine asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the, mpress written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (NVLAP-200399-0), TDH License #30-0289 PLM-1 5 EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: 773 313-0139 Email: chicagolab((Demsl.com Attn: Mike Dann Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: 2270 Springlake Road Received: 08/22/05 10:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 Fax: (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Location Appearance %, Fibrous % Non -Fibrous % Type A-28292-01-MWD- Yellow 100% Non -fibrous (other) None Detected 81805-26/Mastic Non -Fibrous 260503012-0043 Homogeneous A-28292-01-MWD- Tan/Gray 100% Non -fibrous (other) None Detected 81805-27/Floor Tile Non -Fibrous 260503012-0027 Homogeneous A-28292-01-MWD- Tan 100% Non -fibrous (other) None Detected 81805-27/Mastic Non -Fibrous 260503012-0044 Homogeneous A-28292-01-MWD- Tan 100% Non -fibrous (other) None Detected 81805-28/Joint Non -Fibrous Compound 260503012-0028 Homogeneous A-28292-01-MWD- Brown 95% Cellulose 5% Non -fibrous (other) None Detected 81805-28/Paper Fibrous 260503012-0045 Homogeneous A-28292-01-MWD- White 100% Non -fibrous (other) None Detected 81805-28/Dry Wall Non -Fibrous 260503012-0046 Homogeneous Analyst(s) Sandra Sobrino (56) Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testing by TEM to confine asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the express written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (NVLAP-200399-0), TDH License #30-0289 PLM-1 6 EMSL Analytical, Inc. I2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chicagolabremsl.com IAttn: Mike Dann Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: 2270 Springlake Road Received: 08/22/05 10:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 fFax (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- Tan 100% Non -fibrous (other) <1% Chrysotile 81805-29/Joint Non -Fibrous Compound 260503012-0029 Homogeneous A-28292-01-MWD- Brown 95% Cellulose 5% Non -fibrous (other) None Detected 81805-29/Paper Fibrous 260503012-0047 Homogeneous White 100% Non -fibrous (other) None Detected fA-28292-01-MWD- 81805-29/Dry Wall Non -Fibrous 260503012-0048 Homogeneous IA-28292-01-MWD- Tan 100% Non -fibrous (other) <1% Chrysotile 81805-30/Joint Non -Fibrous Compound 260503012-0030 Homogeneous A-28292-01-MWD- Brown 100% Non -fibrous (other) None Detected 81805-30/Paper Fibrous 260503012-0049 Homogeneous A-28292-01-MWD- White 100% Non -fibrous (other) None Detected 81805-30/Dry Wall Non -Fibrous 260503012-0050 Homogeneous Analyst(s) Sandra Sobrino (56) Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testing by TEM to confirm asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the express written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (NVLAP-200399-0). TDH License #30-0289 I PLM-1 7 EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chica olab emsl.com • Attn: Mike Dann CRA (Conestoga -Rovers & Associates) Customer ID: CONE53M Customer PO: 2270 Springlake Road Received: 08/22/0510:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 I Fax: (972) 331-8501 Phone: (972) 331-8500 Project: 028292-01 Cane's-College Station EMSL Proj: Analysis Date: 8/25/2005 IReport Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos ISample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- 81805-31/Joint White 100% Non -fibrous (other) <1% Chrysotile Non -Fibrous ICompound 260503012-0031 Homogeneous 81805-31/Paper Brown 95% Cellulose 5% Non -fibrous (other) None Detected IA-28292-01-MWD- Fibrous 260503012-0051 Homogeneous A-28292-01-MWD- White 100% Non -fibrous (other) None Detected 81805-31/Dry Wall Non -Fibrous 260503012-0052 Homogeneous A-28292-01-MWD- 81805-32/Joint Tan 100% Non -fibrous (other) <1% Chrysotile Compound Non -Fibrous 260503012-0032 Homogeneous A-28292-01-MWD- Brown 100% Non -fibrous (other) None Detected 81805-32/Paper Fibrous 260503012-0053 Homogeneous A-28292-01-MWD- White 100% Non -fibrous (other) None Detected 81805-32/Dry Wall Non -Fibrous 260503012-0054 Homogeneous Analyst(s) Sandra Sobfno (56) Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <t% or none detected may require additional testing by TEM to confine asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the e)press written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (NVLAP-200399-0) TDH License #30-0289 00"ID 8 EMSL Analytical, Inc. 2444 UV. George Street, Chicago, IL 6061E Phone: (773) 313-0099 Fax: 773) 313-0139 Email: chicagolab@emsl.com Attn: Mike Dann Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: 2270 Springlake Road Received:. 08/22/05 10:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 Fax: (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- Gray/Black 100% Non -fibrous (other) None Detected 81805-33 Non -Fibrous 260503012-0033 Homogeneous A-28292-01-MWD- Black 10% Glass 90% Non -fibrous (other) None Detected 81805-34/Roofing Non -Fibrous 260503012-0034 Homogeneous A-28292-01-MWD- Tan 100% Non -fibrous (other) None Detected 81805-34/Rock Non -Fibrous 260503012-0055 Homogeneous A-28292-01-MWD- Black 15% Glass 85% Non -fibrous (other) None Detected 81805-35/Roofing Non -Fibrous 260503012-0035 Homogeneous A-28292-01-MWD- Tan 100% Non -fibrous (other) None Detected 81805-35/Rock Non -Fibrous 260503012-0056 Homogeneous A-28292-01-MWD- Black/Gray 10% Glass 85% Non -fibrous (other) None Detected 81805-36 Non -Fibrous 5% Matrix 260503012-0036 Homogeneous Analyst(s) Sandra Sobrino (56) Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <t% or none detected may require additional testing by TEM to confirm asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the express written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (NVLAP-200399-0), TDH License #30-0289 I.PLM-1 9 EMSL Analytical, Inc. 2444 W. George Street, Chicago, IL 60618 Phone: (773) 313-0099 Fax: (773) 313-0139 Email: chicagolab@emsl.com ' Attn: Mike Dann Customer ID: CONE53M CRA (Conestoga -Rovers & Associates) Customer PO: 2270 Springlake Road Received: OS/22/0510:00 AM Suite 800 EMSL Order: 260503012 Dallas, TX 75234 Fax: (972) 331-8501 Phone: (972) 331-8500 EMSL Proj: Project: 028292-01 Cane's-College Station Analysis Date: 8/25/2005 Report Date: 8/25/2005 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Location Appearance % Fibrous % Non -Fibrous % Type A-28292-01-MWD- 81805-37 260503012-0037 A-28292-01-MWD- Black/Gray 10% Glass 85% Non -fibrous (other) None Detected 81805-38 Non -Fibrous 5% Matrix 260503012-0038 Homogeneous Analyst(s) Sandra Sobrino (56) Black/Gray 10% Glass Non -Fibrous Homogeneous 85% Non -fibrous (other) None Detected 5% Matrix / Sandra Sobrino or other approved signatory Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testing by TEM to confine asbestos quantities. The above test report relates only to the items tested and may not be reproduced in any form without the egress written approval of EMSL Analytical, Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. The lest results contained within this report meet the requirements of NELAC unless otherwise noted. Analysis performed by EMSL Chicago (NVLAP-200399-0). TDH License #30-0289 PLM-1 THIS IS THE LAST PAGE OF THE REPORT. 10 Ye",1 Own •� CH,Al4q, OF;�:C.UST0QYl- rRECORD : . (rKA SHIPPEU.J0 Laborotbry Name CONESTOGA-ROVERS ASSOCIaES E�CSL ; .. 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QI��' .3 j(- �520 j ePa i001 JULY I9 43 REV-0 F-42) /' w1A v'+F : A,1 W ni+'TiC F .t D'A it e7S d �� 1 E ,� /c�,.0 cot lT H/rc /D�CI.s..1:.` F?� .� r►C /�in ��, f-' z December 5, 2005 Mr. Ben McCarty 1101 Texas Avenue College Station, TX 77842 Re: Raising Cane's #38 - Hwy. 6, College Station, TX: CSRS Project No: 25058.00 Dear Mr. McCarty: This letter is in response to your letter, dated November 8, 2005 concerning the above referenced project. The following list of item numbers corresponds with the numbers from your letter, which is enclosed. Sr, 7-6 oAl Item 3: Item 4: St�rE °N Item 5: AEAw►►r—� Item 6: 57-,+r-F— ON Item 7: P6X PM/T-. Refer to the attached energy code compliance report. Refer to the attached floor plan. General Note number 7, Provide Braille and raised lettering signage as per 703 of the ICC/ANSI A117.1-1998 at all exit doors and restroom doors (doors 1, 2, 3, 4, 5, & 6.) Testing will be provided by a third party testing agency. P.o rdc /;, t o 4 Refer to the attached interior elevations. We shall comply. 'k @fN/ ReGV. 1 el-t-rr o kn be�. 2 r s-wo s- Refer to attached sheet M2, Condensate Drain Trap Detail. We shall comply; a visible sign will be posted on the egress EMeR��ov�Y E��c s s side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. µARp'"''`F'�� INV Ace We shall comply; per table 803.5 of the 2003 International Building Code, rooms and enclosed spaces for a nonsprinklered building Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less. '/s" plywood wainscot has a flame spread index of less than 200 per ASTM 84 and'/2" plywood ceiling has a flame spread index of less than 200 per ASTM 84. FxrF,{/o� DOOKS AND RElii( oN e&AESS S CSRS, Inc. 6767 Perkins Road, Suite 200 Baton Rouge, LA 70808 PH 225 769-0546 ZSO FX 225 767-0060 www.csrsonline.com Mr. Ben McCarty December 5, 2005 Page 2 of 2 Item 9: Refer to attached=sheet E2, Keynote 18 Item 10: Re`erst6 attached sheet P1. Should you have any questions, please contact us. Sincerely, CSRS, Inc? �l Casty Anderson CA:ca Enclosures cc: Brad Sanders 11/07/2005 20:57 9797643496 COOS DEVELOPMENT SER PAGE 02/02 (*. tir" CITY OF COLLLGE STATION Pbtnning d-.Deve&pment Semites November Re: Raising Cape's- 1045 Texas Ave Uear, Raising Canc's Restaurants, L,L C I have completed the plan review fnr the above referenced project and have the following comments. The plan review is based on the 2003 International Codes, the 2002 National Electrical Code and our local amendments. Where appropriate, I have included. the applicable code sections. 1. Submit energy code compliance report for mechanical equipment and building envelope in compliance. with 2003 International Energy Conservation. Code. 2. Need, to provide iiilciiuL sign.age and location information to comply with sections 703 of the ICC/ .ANSI Al 17.1-1998. 3. Submit statement of special uispections, including a cornplPte. list of materials and work requiring special inspections, the inspections to be performed and a list of the individuals. approved agencies or firms intended to be retained for conducting such inspections. (See Section. 1704.1..1, 2003 IBC). 4. Need to submit locations and identify Hazardous area requiring safety glazing to comply with section 2406 of the 2003 International liulldtrtg Lode. 5. Need to provide exit discharge lighting with emergency power. to comply with section 1.006.3 of the 2003 Imcrnational Building Cud.c. 6. Submit details on condensate disposal and their location/ destination of drains to comply with 307 of the International Mechanical Code. 7. Need to provide information addressing means of egress for all exterior doors and rear gate to comply with section 1008.1.8.3 of the 2003 International Building Code. . 8. Need to provide information addressing all wood wall and ceiling finishes to comply with section 803 of the International Building Code. 9. Need a GFCI outlet on roof per rooftop unit for maintenance to comply with the International Mec."nical. Code. 10. ildovlOE GPM C'��vt,.�rJo.vS AAO AM 5izE ox G�¢a sL- The rcvicw does .o.ot includc any civil or zoning'issucs or NRA requirements of the �/rvd fie, Unified Development Ordinance. Please respond to the plan review comments at your convenience. "Three sets of plans addressing these isles will lie required. Should you have any questions, contact me at 979-764-3570. Thank you, Ben McCarty Plans Examiner P.O. BOX 99M • 110t TFXAS AVFNUH COLLEGESTATION •TFXtv.S 77R42 p79 7GA.957n www.csu.gov NOV-08-2005 14:20 9797643496 9?% P.02 ACEC li mulr'AN Cf)SINgL OF FXC;WF.MM(; C 0a jPAN16'S December 12, 2005 ASSAF, SIMONEAUX, TAUZIN & ASSOCIATES, INC. c o n s u I t I n g e n g i n e e r s Mr. Casey Anderson CSRS, INC. 6767 Perkins Road, Suite 200 Baton Rouge, LA 70808 RE: RAISING CANE'S COLLEGE STATION, TX. Subject: Revised Response to City of College Station Review Letter Dear Casey: David Assaf, 111, P.E. Kirk J. Simoneaux, P.E. Christopher G. Tauzin, P.E. We have revised Item No. 5 of our November 30, 2005 response to the City of College Station Review Letter dated November 8, 2005 as follows: Item 5: Emergency lighting will be provided at all three exits. Yours very truly, David J. Soi e , P.E. ASSAF, S NEAUX, TAUZIN & ASSOCIATES, INC. DJS/azc 8417 Kelwood Avenue • Baton Rouge, Louisiana 70806 • Phone: 225/926-5600 • Fax: 225/926-5620 PVrolects_ActiveMISING CANE'S COLLEGE STATION TX_05-6690\Front Office\Correspondence\csrsO5-1212ac.doc COPIES DESCRIPTION 1 Response Letter 1 Energy Code Compliance Report 3 Full Scale Revised Sheets (Al, A7, P1, P2, P3, P4, M1, M2, M3, El.E2.E3.E4.E5.&E6) ------------------------------------------------------------------------------------------------------------------- REMARKS Please see the attached response letter and revised plans for the Raising Canes located at 1045 Texas Ave. Should you have any questions please contact me. Thank you, Casey S. Anderson CSRS, Inc. 6767 Perkins Rd., Suite 200 Baton Rouge, LA 70808 Tele: 225-769-0546 ext. 250 Fax: 225-767-0060 www.csrsonline.com Transmittal TO City of College Station Planning and Development Services 1101 Texas Ave. College Station, TX 77842 PH (979)764-3570 ------------------------------------------------------ ATTENTION Mr. Ben McCarty ------------------------------------------------------ DATE December 6, 2005 ------------------------------------------------------ PROJECT NAME Raising Cane's #38 - Hwy. 6, College Station, TX: Construction ------------------------------------------------------ PROJECT NUMBER 25058.00 ------------------------------------------------------ FROM Casey Anderson ------------------------------------------------------ WE ARE SENDING Attached ------------------------------------------------------ VIA Airborne ------------------------------------------------------ cC Brad Sanders CSRS, Inc. 6767 Perkins Road, Suite 200 Baton Rouge, LA 70808 PH 225.769.0546 Fx 225.767.0060 www.csrsonline.com A Envelope Compliance Certificate 2061 IECC COMcheck-EZ Software Version 3.0 Release 2b Data filename: P:\25058\pm files\RC #38.cck Section 1: Project Information Project Name: Designer/Contractor: Document Author: Raising Canes #38 College Station, TX CSRS, Inc 6767 Perkins Road, Suite 200 Baton Rouge, LA 70808 Casey Anderson (CSRS, Inc) Section 2: General Information Building Location (f)r weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Window / Wall Ratio: College Station, Texas 4b 1788 2776 New Construction 0.12 Permit Number Checked By/Date Building Type Floor Area Restaurant 3530 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values & U-factors labeled as certified. Climate -Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter. R-Value -V e U- ac or U- actor Roof 1: All -Wood Joist/Rafter/Truss 3425 24.0 0.0 0.043 0.063 Exterior Wall 1: Wood Frame, Any Spacing 3400 19.0 0.0 0.068 0.207 Window 1: Metal Frame:Single Pane, Clear, SHGC 0.95 336 --- -- 1.040 1.230 Window 2: Metal Frame: Single Pane, Clear, SHGC 0.95 84 -- --- 1.040 1.230 Door 1: Solid 21 — -- 0.560 0.339 Floor 1: Slab-On-Grade:Unheated 277 — — — -- (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 12%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2001 IECC, Chapter 8, requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. l_ 4jXX15 to 500E2AE24 /i 23 O — Principal Envelope Designer -Name Signature Date Permit Number Mechanical Compliance Certificate Checked By/Date Standard 90.1-2001 COMchec%EZ Software Version 3.0 Release 2b Data filename: P:\PROJEC—I\RA1SD"\CALCUL—I\MECHAN 1.CCK Section 1: Project Information Project Name: Designer/Contractor Telephone: Document Author. Telephone: Date: Raising Canes - College Station, TX Section 2: General Information Building Location (iDr weather data): College Station, Texas Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 50 degrees F): 6851 Project Type: New Construction Section 3: Mechanical Systems Last Quantity System Type & Description 1 HVAC System 1: Heating: Central Furnace, Gas, Heating Capacity >=65 - <225 kBtu/h / Single Zone w/ Perimeter System 1 HVAC System 2: Cooling: Rooftop Package Unit, Capacity >=135 - <240 kBtu/h, Air -Cooled Condenser / Single Zone w/ Perimeter System 1 Instantaneous Water Heater 1: Gas Instantaneous Water Heater, Capacity: 60 gallons, Input Rating: 178500 Btu/h, Combined Space/SWH System Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System 1 [ ] 1. Equipment minimum efficiency: Central Furnace (Gas): 78% AFUE or 80% Et Requirements Specific To: FIVAC System 2 [ ] 1. Equipment minimum efficiency: Rooftop Package Unit: 9.7 EER [ ] 2. Integrated air economizer required - Exception: Minimum cooling equipment efficiency: 9.9 EER Requirements Specific To: Instantaneous Water Heater I 1. Gas Instantaneous Water Heater efficiency >= 0.51 EF 2. First 8 ff ofoutlet piping is insulated 3. Hot water storage temperature adjustable down to 120 degree F or lower 4. Heat traps provided on inlet and outlet of storage tanks 5. Combined space/swh system uses ofa single heat source that will consume less energy than separate units 6. Hot water system sized per manufacturer's sizing guide or engineering standards acceptable to the adopting authority. Generic Requirements: Mast be met by all systems to which the requirement is applicable 1. Load calculations per 1997 ASHRAE Fundamentals 2. Thermostatic controls has 5 degree F deadband - Exception: Thermostats requiring manual changeover between heating and cooling 3. Automatic Controls: Setback to 55 degree F (heat) and 85 degree F (cool); 7-day clock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones - Exception: Residential occupancies may use controls that can start and stop the system under two ditleaent time schedules per week. 4. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes > 1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. br pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 55 and 105 degree F - Exception: Fluid not heated or cooled - Exception: Runouts <4 fl in length 5. Piping, insulated to 1/2 in. ifnominal diameter ofpipe is <1.5 in.; Larger pipe insulated to I in. thickness 6. Lavatory faucet outlet temperatures in public restrooms limited to 110 degree F (43 degree C) 7. Where separate thermostats are used for heating and cooling, acceptable measures are used to prevent simultaneous hearing and cooling 8. Motorized, automatic shutoffdampers required on exhaust and outdoor air supply openings - Exception: Gravity dampers acceptable in buildings <3 stories - Exception: Gravity (non -motorized) dampers are acceptable in systems with a design outside air intake or exhaust capacity of300 cfm (140 L/s) or less. 9. Stair and elevator shaft vents are equipped with motorized dampers 10. Acceptable measures used to prevent simultaneous humidification and dehumidification - Exception: Desiccant systems and systems fbr uses requiring specific humidity levels (approval required) 11. Automatic controls for fieeze protection systems present 12. Automatic ventilation controls (e.g., CO2 controls) or exhaust air heat recovery present for high design occupancy areas (>100 person/100012) with >3,000 ciin outside air capacities 13. Duct, plenum, and piping insulation surfaces suitably protected from weather, moisture, or likely damage 14. R-6 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part ofa building assembly R-3.5 supply and return air duct insulation underground 15. Duct Sealing: Pressure sensitive tape is not used as the primary sealant Longitudinal and transverse seams for ducts in unconditioned spaces Longitudinal and transverse seams and dud wall penetrations fDr ducts outside the building Transverse seams on buried ducts [ ] 16. Humidistat controls prevent reheating, recooling, and mixing of mechanically heated air with mechanically cooled air [ ] 17. Exhaust air heat recovery included for systems 5,000 cfin or greater with more than 70% outside air fraction or specifically exempted [ ] 18. Kitchen hoods >5,000 cfin provided with 50% makeup air that is uncooled and heated to no more than 60 degree F unless specifically exempted [ ] 19. Buildings with fame hood systems must have variable air volume hood design, exhaust heat recovery, or seprate makeup air supply meeting the fbllowing: a) 75% make up air quantity, and /or b) within 2 degree F ofroom temperature and/or c) no humidification d) no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the Standard 90.1-2001 requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. �Dh l D A5c A F� 2zNo ✓0 s Principal Mechanical Designer -Name Signature Date Section 6: Post Construction Compliance Statement 1. HVAC record drawings ofthe actual installation and performance data for each equipment provided to the owner within 90 days alter system acceptance. 2. HVAC O&M documents for all mechanical equipment and system provided to the owner within 90 days alter system acceptance. 3. Written HVAC balancing report provided to the owner. The above post construction requirements have been completed. Mechanical Designer or Contractor Signature mu- Permit Number Lighting and Power Compliance Certificate Checked By/Date Standard 90.1-2001 COMcheck-EZ Software Version 3.0 Release 2b Data filename: P:\Projects_Active\RA.ISING CANE'S COLLEGE STATION TX_05-6690\Calculations\Energy Code College Station Prototype 2B (Urban).cck Section 1: Project Information Project Name: Designer/Contractor: Telephone: Document Author. Telephone: Date: Raising Cane's Store #38 College Station, Texas Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Construction Building Tyne Floor Area Dining: Cafeteria/Fast Food 3733 Section 3: Requirements Checklist Bldg. Dept. Use I Interior Lighting [ ] 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 6719 6440 YES Exterior Lighting [ ] 2. Minimum efficacy of60 lumen/watt 1Dr lamps greater than 100W [ ] 3. Lighting power lnr free-standing canopy areas or building entrances with canopies is less than or equal to 3 watts per square foot [ ] 4. Lighting power for building entrances without a canopy is less than or equal to 33 watts per linear loot of door width [ ] S. Lighting power for building exits is less than or equal to 20 watts per linear loot of exit door width [ ] 6. Lighting power for building facades is less than or equal to 0.25 watts per square foot ofthe illuminated area f Exceptions: Controlled by motion sensor, signal or advertising signage, highlighting Eatures of historic monuments and buildings, or required fDr safety or security. J Controls, Switching, and Wiring [ ] J 7. Independent manual or occupancy sensing controls for each space (remote switch with J indicator allowed far safety or security). Exception: Areas that must be continuously illuminated. [ J J 8. Automatic shutoffcontrol for lighting in >5000 sq.9 buildings by time -of -day device, J occupant sensor, or other automatic control. J Exception: 24 hour operation lighting. [ J I 9. Master switch at entry to hotel/motel guest room. [ ] J 10. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] J 11. Tandem wired one -lamp and three-Iamp ballasted luminaires. Exceptions: Electronic high -frequency ballasts; Luminaires not on same switch I Voltage Drop [ ] J 12. Feeder conductors have been designed fDr a maximum voltage drop of 2 percent. [ ] J 13. Branch circuit conductors have been designed & a maximum voltage drop of3 percent. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Standard 90.1-2001 requirements in COMchecic EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer -Name _20k NaJ� s Signature Date Section 5: Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals Constriction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Signature Date Lighting Application Worksheet Standard 90.1-2001 COMcheck EEZ Sollware Version 3.0 Release 2b Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building_T3Me M) (watts/M (B x C) Dining: CaEteria/Fast Food 3733 1.8 6719 Total Allowed Watts = 6719 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description / Lamps/ # of Fixture M Lamp Description / Wattage Per Lamp / Ballast Fixture Fixtures Watt. 03 x E) A Down Light / Triple 4-pin 32W / Electronic 1 40 36 1440 B Down Light / Triple 4-pin 32W / Electronic 1 4 36 144 C Adjustable Down Light / Incandescent 50W 1 17 50 850 E Pendant / Incandescent 60W 1 10 60 600 El Pendant / Incandescent 60W 1 1 60 60 F Pendant / Incandescent 50W 1 7 50 350 I 2x4 lensed Troffer/ 48" T8 32W / Electronic 4 18 120 2160 Q Track Light / Incandescent 75W 1 3 75 225 Q1 Track light / Incandescent 75W 1 6 75 450 R Open Strip Light / 48" T8 32W / Electronic 2 1 68 68 R1 Open Strip Light / 36" T8 25W / Electronic 4 1 93 93 Total Actual Watts = 6440 Section 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 6719 Total Actual Watts = 6440 Project Compliance = 279 Lighting PASSES: Design 4% better than code Apr 20 06 03:47p Mike Gallagher 979-589-1712 p.2 SPENCER J. BUCHANAN ASSOCIATES, INC. 206 North Sims Street, Bryan, Texas 77803 • Post Once Box 672, "n, Texas 77806-9672 Telephone 978-822-3767 • Fax 979-822-7604 • httplfwww.buchanan-engineeflng.com E-mail address robin.corr@buchana"nginouring.com FACSIMILE COVER SHEET To: Mike Gallagher From: Robin Corr Company: Gallagher Materials Testing, L, L eDate: Apn7 20, 2006 FAx No: 9 7`T-589-1712 *Pages including cover. 2 Reference: Revised Inspection Report. Confidentiality Notice: This electrorde transmission and any attached documents or other writings are intended only for the person or entity to wblch it is addressed and viny contain information that (a privileged, confidential or otherwise protected from disclosure. Er you have received this communication in error, please immediately notify sender by return c-mail and deatroy the communicadon. Any disclosure, copying, distribution or the t dLug of any action concerning the contents of this communication or arty attachments by anyoxie other than the named recipient Ls strictly prohibited. Apr 20 06 03:46p Mike Gallagher PO Box 465 Bryan, Texas 778M Cell (979) 324-1561 Office (979) 539-3150 Fax (TM) 589-1712 C� 979-589-1712 p.1 To: Michael Buchler (Mapp Construction, Inc.) From: Gallagher Materials Testing, L.LC. Fam 225-757-0480 Pages: 3 Phone: 225-767-0111 Date: 4/2012006 Re: Raising Cane's (College Station, TX) v Please call if you have any questions. Thank you Apr 20 06 03:47p Mike Gallagher 979-589-1712 p.3 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers, Bryan, Texas 206 North Sims, 778031P.0_ Box 672, 77806 (979) 822-3767 FIELD REP ORT CLIENT: Galla&cr Materials Testing SJB PROJECT NO.: 060162 PROJECT' Raising Cane's DATE: March 21, 2006 96151-RC #38, College Station, Texas CONTRACTOR Mapp Construction, LLC TIME: 10:00 a.m. The fbllowang VY41 Died: Oa the above rerartnced date and untie, SIBA arrived on site to observe the bolt att dunent of steel roof beams to the steei frame. The supplied high-stmagth A325 bolts and nuts are ecceptahle and am fully threaded as required and are used in a bearing condition. In accordance with RISC, thescbolts need only be "snug tight". Accordingly, all. obsewcd bolt emne boas were stung tight in accordance with project specifications Submitted By. Pbilip cliauan, Ph.D., P.E. APR-20-2006 09:30 MAPP CONSTRUCTION 225 757 0480 P.02 If =FlInformation 01-9 Ph A ;F TbBull dOn MAY 13 200'j� Engineering e Consulting e Testing M A P P INC DAILY FIELD REPORT TESTED FOR: Dennis Lawrence PROJECT: Raising Cane 's #24 mAPP Construction Jobsite Houston, Texas 12201 westheimer Road P.O. #95038-007 Houston, Tx 77077 DATE: April 20, 2005 OUR REPORT NO.: 201-50017 -4 8 WEATHER: TEMPERATURE RANGE: TO, TIME: 01:30 PM 05:30 PM I INSPECTOR: M. Perez TYPE OF INSPECTION BF-ING PERFORMED SOILS CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) ASPHALT X OTHER BATCH PLANT X BOLT INSPECTION PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE; A representative of Professional Service Industries, Inc, (PSI) arrived as scheduled to the above referenced project to perform a bolt inspection. See attachment for results. Respectfully submitted, Professional Service Industries, Inc. cc.' 1-Above Karl Dahm, P.E. REPORTS mAy NOT BE REPRODUCZO. FXCF.PT IN FULL,W"OUT WRITTEN PERMISSION OY PROFESS:ONALSERVICE MUSTRIM INC. Project Engineer Psi A-3m2 (11F Professional Service Industries, Inc. - 1714 Memorial Drive - Houston, TX 77007 - Ptione 713/224-2047 - Fax 713/224-1904 APR-20-2006 09:30 MAPP CONSTRUCTION 225 757 04eo P.03 REPORT OF BOLT INSPECTION Tested For: Mapp Construction, LLC Project: Raising Cane's #24 8940 Bluebonnet Road Houston, TX Baton Rouge, LA 70810 Date: April 20, 2005- Our Report No. 201-50017- TZ on 4-20-05, a representative of Professional Service Industries, Inc. (PSI) arrived on site at the above referenced project in order to perform a bolt inspection per project drawings and specifications. The results of this days inspection are as Follows: Bolt Insvection (RISC Item Required Description Location Bolt Type/Size Tension Results Beam to Beam North Elevation A325/ V *Snug Tight Meets Specs Beam to Column North Elevation A325/ V *Snug Tight Meets Specs Beam to Beam South Elevation A325/ %" *Snug Tight Meets Specs Beam to Column South Elevation A325/'/4" *Snug Tight Meets Specs Beam to Beam West Elevation A325/ V *Snug Tight Meets Specs Beam to Column West Elevation A325/ V *Snug Tight Meets Specs Beam to Beam East Elevation A325/ V *Snug Tight Meets Specs Beam to Column East Elevation A325/ V *Snug Tight Meets Specs COMMENTS: `Sec attached Engineer letter. Per Engineer, bolts are acceptable in the Snug Tight condition. If you have any questions or require additional information, please contact our office at your convenience. TECHNICIAN: A. Clayton, CWI Respectfully submitted, Professional Service Industries, Inc. Michael Phares, CWI District Manager, NDE APR-20-2006 09:30 MAPP CONSTRUCTION MAPP CONSTRUCTION, IBC MIM AdUGT 9 ► W 01UMN5 , UALW FAX T ANSMIT"TA'itu Tel. (225) 757-0111 Fax (225) 7.57-0480 To: Z41'� (p- cn� -� al e a W. 1:N,19 `t goy MaLket rAt.t : a74i -7tay 157 sI{ From: Michael Buehler lE: RC.g C :.v-% V�e 225 757 0480 P.01 Pages: C_.. �, - ,.tx C.V,) j . �Mw.' �►f �+1,i� ��wu� �t�/ �nG.. I�P.Pi�( ��c.�. ,G G� C"4f�,GG�r1,� Ac 5c1js4 -7p�,,Z ieA " ( UL ��:�„� cam. S s'W� _GU4e, VM,� APR-20-2006 09:32 MAPP CONSTRUCTION 225 757 0480 P.10 HP 'u(-cuuakrKi) I] JI inuv7ininl 4aINi w Date; APRIL 7, 2006 To: 8CI FABRICATION 10474 MAMMOTH DRIVE BATON ROUGE LA 70814 CERTIFICATE OF COMPLIANCE TO WHOM IT MAY CONCERN: This is to certify that the material supplied On your PO 06-003 RAISIN CANES #38 meets or excceds all the requirements as follows: QZE ,Sl%B DF_4CRIATIDN SPG�CJFI ON 48 3/4 X 24" L-ANCHOR ASTM A-307 4 3/4 x 15" L-ANCHOR ASTM A-307 16 3/4 X 8-1/2" WEDGE ANCHOR FED.SPEC.4-A-1923A TY.4 104 3/4 FLATWSHI R ASTM E044 104 3/4-10 HRAVY HEX NUT ASTM A563 BRENT DESHOTELS Q.C. DEPARTMENT APR-20-2006 09:31 MAPP CONSTRUCTION 225 757 0480 P.04 MAPP, CONSTRUCTION, LLC 8940 Blucbonnct Road anon Rougc, LA 70810 225.757.0111 225.757.0480. LETTER OF TRANSMITTAL To: Professional Service Industries Inc Date: 4/18/2005 724 Central Avenue Job: 95038- Raising Cane's #24 - Houston Jefferson, LA 70121 RE: Botled Connections Attention: J. Craig Marks Transmittal No: 92 phone Number: 504-733-9411 Dear Sir or Madam: We are sending you the following documentation: Ship Via: Fax Number: FAX 304-733-9415 Document Document No.lDescription Copies Status Remarks _ _ _ _Bolted connection resolution ` - I _ PASSED Notes: Conclusion summary regarding the bolted structural steel connections on the Raising Cane's in Houston, TX. The supplied high -strength A325 bolts and nuts are acceptable; they are fully threaded which is requiredi and most importantly, they are being used in a bearing condition. Therefore, per A1SC, these bolts need only be "snug tight", which they are. If enclosures are not as noted, kindly notify us at once. cc: File Copy Field Darrell Reine - BCI Fabrication and Construction Inc, Darin Cooper - CSRS ARCHITECTS, Frank Gunnels - Empire Steel Erectors, LP, Stacey Turner - Raising Cane's Attachment APR-20-2006 09:31 MAPP CONSTRUCTION 225 757 0480 P.05 Pagel of 2 Dennis Lawrence 201. Soot 7- V' From: Michael Buchler /l Sent: Monday, April 18, 2005 1:52 PM To: Dennis Lawrence Subject: FW: Raising Cane's Houston Dennis - Please inform PSI in Houston that the bolts are A325 high-strength'and acceptable to the architect/engineer; that they are fully threaded which is correct; and most importantly, the bolts are used for bearing conditions. The bearing condition status means that per the AISC standards, these bolts need be only "snug tight". Therefore, the bolts as installed are correct and acceptable. Call with any further questions. Nfichael Buchler MAPP Construction 8940 Bluebonnet Road Baton Rouge, LA 70810 Email: mbucitler@tnappconstruction.com Phone: 225.757.0111 Fax: 225.757.0480 ---- Original Message From: Cooper, Darin M. [mailto:Cooper@csrsonline,com] Sent: Monday, April 18, 2005 3.14 PM To: Michael Buchler Cc: Stacey Turner; Brad Sanders; Danny J. Deville Subject: FW: Raising Cane's Houston Michael, I have discussed this w/ Danny Deville & he has indicated that the bolted connections are for a bearing condition. Let me know if you have any questions. Thank you, Darin From: Cooper, Darin M. Sent: Monday, April 18, 2005 2:31 PM To: 'Danny J. Deville' Cc: 'Michael Buchler'; 'Stacey Turner'; 'Brad Sanders' Subject: Raising Cane's Houston Danny, The contractor needs to know whether the bolt connections are designed for bearing condition or friction condition. Please advise. Thank you, Darin M. Cooper, AL4 APR-20-2006 09:31 MAPP CONSTRUCTION 225 757 0480 P.06 *AgnloldowR******* —CDMM ,URNAL— DATE APR-18-200t. *** TIME 17:1B aetgnta*c** MODE W mEMORY TRANSMISSION FILE NO.=346 STN COMM_ ONC—TOUCIV STATION NAME/TEL NO NO. FIBER NO. START=APR-18 17;04 END-APR-18 V ilil PAGES DURATION 001 BUSY a 15047339411-538 000/002 00:00:03 002 OK a 92BO309 002/002 00:00:36 003 OK a 7670060 002/002 00:00:23 004 OK a 12B15482744-538 002/002 00,00:22 005 OK a 3837404 002/002 00:00:20 —MAPP CONSTRUCTION — 225 757 0480— ***WW*rc** MAPP CONSTRUCTION, IJ.:C WMa WUt19 I NIN 00.UMS • DAUAS SAID Bnicbomot Road baton Rousc. L+1 70a10 225,1s1,0111 225,757.04110 LETTER OF TRANS1V MAL To: Professional Service Industries Inc Date. 411=005 734 Central Avenue lob: 95038- Raising Cane's #24 - Houston Jefferson, LA 70121 RI-: Rotted Connections Attention: J. Craig Marks Ship Via: FAX Transmittal No: 92 Phone Number. 504-711-041I PaxNumbcr: SO4-733.9415 Dear Sir or Madam: We are sending you the following documentation; Document IDocument No.JO=Aption Copies Status - _ Remarks B0110 conncclion msolution I I I vAsSRD Notes: If enclosures are not as noted, kindly notify us at once. cc: Filecopy Field Darrell Reine - BCI Fabrication and Construction Inc, Darin Cooper - CSRS ARCHITECTS, Prank Gunnels - Empire Steel $rectors, LP, Stacey Turner - Raising Can's Attachment APR-20-2006 09:31 MAPP CONSTRUCTION 225 757 0480 P.07 ICI FABRICATION &CONSTRUCTION, L.L.C. LALlCh7VSE3A693 10474 Manunoth Avenue' Baton Rouge, Louisiana 70814 Telephone: (225) 928-0303 ' i, ax (225) 928-0309 SUBMITTED TO: MAPP Construction, LLC BCI JOB #: 06-03 8940 Bluebonnet Blvd. Baton Rouge, La 70898 DATE: April 7, 2006 ATTENTION: Michael Buehler PROJECT: Raising Canes - 438 TELEPHONE: (225) 757-0111 1045 Texas Avenue FAX: (225) 757-0480 College Station, TX TOTAL PAGES: l WE HEREBY SUBMIT: SHOP FABRICATION REPORT All requirements for the above referenced project have been met. 1). Mill test reports are attached. 2). Welder certification is attached. 3), During the fabrication process, visual inspection of the vworkmanship was conducted during the entire process from cutting, fitting, welding, drilling/punching, cleaning, priming, loading, handling, and shipping by our in-house Quality Control personnel. WE THANK YOU FOR THE OPPORTUNITY TO DO THIS WORK. AUTHORIZED SIGNATURE: Page 1 of 1 APR-20-2006 09:32 MRPP CONSTRUCTION 225 757 0480 P.08 AWELDING I TESTING LABORATORY i It I WELDING A COMPLETE METALLURGICAL, WELDING, ANDNON-DEST UCT[VE TESTING LABORATORY Type of weld ELDER NiMO jLe If"cawolft No. f4 128 A. RITCHIE Daiti'-.- 14/06 Welding Procadure 5peC1r1C4tjo,-No.'!.�..j 0ue`&-' prooe$Srrype ((V 6.2)' FCAW FCAW Electrode (single or mul'6plt) . ...... Current/Polarilti DC-EP P,O. Position (5-I&S) ALL STIONUPHILL UPHILL Weld Progression (5.16,7) 'Backing (YES or. NO 1YES BIG WITH BACKING ' MaterldUSpec. (5,116.1) A pase,metal Thickness: (Plato' Groove UNLIMITED Fillet L Thickness: riwt� bd)',. Groove [N/A Fillet Grogve Diameter: (plo) NIA Fillet' NIA Filter Metal (0 V.3) 20 Spec. No, ':-- F7JT-i -Class 6 EXXT-X 75% A�RG 25%C0Z AWAL 4' 13PECMN (542--8 Oe Type'. SIDE SEND #2 CEPTABLE ME SEND 01 '��ZEPTARLI�.. ..__...1...._C3.G) _... .... - _. .. .. (21G)SIDEBEN 12_ CCEPTASLE /A F Illat fte FWA rracturd-Test Root Pindbvbon 'a"n 00kylen3 ch., of teailm 4f the* Ijawirc;.and f y Crack - Iriopeded by Test N Amber Organizatiati IELW ..Nd Date ' film 10:Numbet Ftern, LMW.its- .... _Remarks -T0St.NUrAbar: lnterprot.�d t-y We, the undar3lqned, rertiN that.tKv'sutemenw on. thig word are cdlryVtt'and 8t the test welds WwWpreOro, we ritr;bf -.$ejqo� 9,-pak-C;oi@: O'f.-ANSI/AWSD*.I..I;'?002'Struetur.aI lded�andtesfed in ',aicoedance*016 ro 'rom� �uW.jldino -Code Manufacturer or ConFABRICATION_d er LqQNELTRUC'E .. ....... oii Authorize 43SO Scenic HwVSatom 196uge, LA 70805 4 225-357AOI 4 (LAJS) 225-357-7649 (FAX) 225-357-11'092 (NDT, 24hrIj # wwwaldtentrOm APR-20-2006 09:32 MAPP CONSTRUCTION 225 757 0480 P.09 WELDING TESTING LABORATORY A COMPLETE METALLURGICAL„ WELDING, AND NON -BEST UCTIVE TI~STING LASORATOI Y Typo'ofWefder lwN Ldck Nam® (RONAlB WIWAMS __ _ I brittfiCbtion Wa ..�437 43-3859 Welding P►bcQdure:Specificafion'N4: " w R V Date �LAl4/06 VarSablog Used in'Quall catl0n-' ;CAualifiCatiOn Ranae' Procw$hyne (5.16,2) FCAW - - " F�ectrode (singly or Itiultlbla) " SINrLe FCAVtf ---- CurrontlFolarity ., ', p Position (5.16,5) 3G AG At_L POSTION Wald PtdQ essibh'(5;18:y) UPHILL _... - .._..• UPFIIL Sacking- (YtS or NO)' S6,16;1$_)- - YES BIG -. - WITH IBACKI�iG " ateriai 5 6.1 A36r_� ease -Metal Thickness: (Platel Grcave _ - 1.S00, MAX.y.00" Fillet /A �! ^ UN(L(aQI1TED Thickeegsf (Pipe'Itube) _ _ Groove ' .NIA y ...'. '' Fillet - - .IV/A -------• .,,,,, Diameter: (Pipo) Groove 'Fillet. N!A FillerMotal (5:15.3) Spec. No, Class F-No. _ : 6 EXT(T X ..._._... , .... GasMdx Type (5,15.4) 5%ABCs, 2594C0KuA .V 5,VAr-UN3PEGT�ON'(5:�?.bor7s.727)., Pc4ta6leY brNO'•', ES ' ', C'ifld�tll:3errd 7e$t R�ult�.(5.Z6.1/5:291j"', - . Type Re9utt I. :.Type +((a3GG)) S31IOCE E ND #t_-T __.._., O2..:... SI~2 NEN�ACCEPTI48LFtEesutt Flltet.ieit iitAStittc ( 28: }5:28,3; ,: 9:3I$.33'A) Appearance 'FyIA+ Kilhrt8itt 'NIA - Fracture Test Root Penetretivri ;t :-- Macreetcti • -- -- " '-� ' ([)6&cri6'e the lcitaEiori, natirit£, a'atd'sizeiof any�eraclrot"toarii+go 'the-speclreern:) Inspected by LARRY HENOERS - Fest Number Mpg -- Organization 'LDING TE8T1N „ INC WE- - - ._....E_. :Date Caia/os . .. • R�G�IQ. u�Ts'(s:iff.as.�s�) • : - - .•.._ _ _. FIIM.ID Number Re_s_u_Its Reiiiiii4FIR ID N_ UMber ' _ Rbi hits Remarks L�/A Interpreted by organizal..__ -- __ T6st Numbef• ..r - - tfon ;:Date. We the under'9� ... - 'gnact, certify ,thet'the sfattiftttMMen this r6CordAre:corrett.and th t'1#0-Rest woldii3 weti-preparod, worded, and tested •in aecoidahce.vrith th'e. ro' t8irement3;01 SecBen'S, part.0 ar:D o ANSIIAWS� .1, 2002 5tnietural 9. • fN�tdiog Code :Steel. - , Manufa&vre� cr ConW'tor -- = - - • ,,, 1B2i FABRICAT10t CONSTRUCTION T Authortxsd BY j-. - ...�.-..za ---� •-,�+-:= - ate • �a14/Q ' C9 —„�—-•-,,.a,. — .,,,,ram - - _ - �-,,,.. —_ 6 4350 Scenic Hwy. Baton rlquge, LA 70805 4 225-357-401.14(LAB) 22S-3S7-7649 (FAX) 225-3�.1092 (NDIT.24hr) 4 www.wrt.Meci APR-20-2006 09:33 MAPP CONSTRUCTION tir :-ul"t:UUuli r%i I-j-al •i.uv�lnanW 41"- ,,l,,,,eT,I NFASC0 BOOTS, NUiSANO FANrENEA MOOtt= 225 757 0480 P.11 T'_ FASTENER TEST REPORT MINIS DOCUMENT MAY BE RE EDUCED, "ONLY IN ITS BNTIREM LOTNO.: 04314800 OATH 30014-11-.16 nESCNIPnaN A325 2'YPS 1 =R=WtAL BOLT ANDMAkme TRIANGLE V=& & 3 RAYONS(OPTXONNEL) & A-325 BULL TSitM WXTH 'T• biAUZNG NZ GRADE GUAM" 3/4-10 X 1 3/4 1036M '75.014 HEAT CHF-MICAL ANAMIS 'N@ATN0. R� Mn% Px Ski SIx A76337 0.35 0.94 0.009 0.014 0.20 YM05 At 7itl F6o6 AM Ml00 AMF67d LAYALF,fi ►ROOFLOAD t1=dTETt91L9 WEARS't MMM SURFACEHARONIEW CORENAADNM MCRONARDNFSS COATING THICKNESS STRENGTH (R 3" (ROCKWELW 8=CTED er:a:ae (psi) wet MIX 85,000 120.000 XAC 25.0 SpBC. MAIL HRC 34.0 6 NO.1. 05,000 141400 HRC 30.4 A NO.2 85.000 142,000 30•8 90.3 95.000 141,000 30.5 M N0.4 85,000 1400000 30.1 p NO.5 851000 240,000 30.2 L N0.6 30.9 =17 30.5 C NO.a 29.9 N0,9 I 30.0 N0.10 30,7 NO.11 30.7 NG.11 30.9 NO.13 30.3 NO.14 30.7 H0.15 30.4 MM AB= =3= SAMPLES HAYS ss= =SPECTSD FOR VISUAL DISCO==TIEs AND FOb'!PC ACCEPTABLE. ', W CCMFLY = ALL RWP=s t43"17i TJM FOLLOnn SPECS: ASTX A325 TYPE 1 A$2iJ! ale.2.6, THREADS PZR ANSI Bl.l tr1.A88 2A. UNLESS 001HRWISH SPBCXPM. !Q=8 TES SUTFBA= Ai8CONTINUST199 REQUXR=Q=3 MANUFAGTI1REp OY: VERttOt1T SASS Raw material used to manufacture fasteners Is Mowry an0 OWNWtua -bm 11"tenera were tabled In the baremetal Condhlan. NFA= AbdelAep Et Otlardl, Ong- m.ww, ul WWranouPE am c*mx Y. LW&W 7W Dwt 8ft Wel W9W (Cumb6QJ M 1P$ ISO Coordinator prWaffih , MLSWO," &W QWWOl pwom) T►L (4%j OSB.6r41 F= (43014E04 WINI r•Q•4H9s Rp, 07 FW pn 2OU-11-18 PMPT di APR-20-2006 09:33 MAPP CONSTRUCTION 225 757 0480 P.12 Soft rmb aad ftow pt imb FASTENER TrzST REPORT iTFd9 womedT MAY m RE»'J=. BUY' okir )M rm EN7)RE *t) Lama: 0505-548M wn 2005-06-os peamp= EvY EBY NOT A563 cR C use Atl UARKHa Taxes & 3 C3:RCMMW=T= LMMS 120 13E9 A*PAB= sty oAwe owuremr 3/4-3.9 1046V 130, 0a0 HEAT CHg1A M. ANALYSIS ML17M0. C% p% es 01% 096675 0.d3 0.95 0.010 (i»019 , o.a2 t1CrN0A JfSTwIRYt ��101 ftoop " wooQa"uaaur m+eassixm" M!!lAeelfAlmum PC " MARX= skao Cw mom= Po►�9 0��_ >J TKCKNM 1*41000 HREW 18.0 SWAVAt- xac 38.0 9 ro.1 %"lo00 BOM $0.7 W -2 :,4 4, 000 94.3 X0.3 144,000 92.9 390.4 144.000 32.6 r ATo_s Z",000 89.6 L e , ME XBM TBSTst' 8AlOT=$ BAQR SEEN =ASAF9== PDX 9SB(uAL DXSCCWTXMwAT=S A= M ACt 3cpTAXLE. y CO WLY = MZ RffiPECTS WMI WIN pc=w= B73IDC8: A= 8563 CRADE C TYPE 1 A0,21ASKE 318.2.2 TBRCAAS 9Est ANSI 81.1 CUSS 23.UNLZW CTAEt'iM SE SPZ=FZID UWJF MED ffr: SSY71r c* Raw gnmbrWl uoed to mmeufs=ra taswum is M=ury and asbwa&-free. Fasumm *AM ftsmd im ft bm w meta) o0ndtlam 9WA=0 Ad.rb.at+ WMMQLP 7maadMas.MbiMKAafD u)J7r�tv6 Qe6rtelLsndry.Mrto. A W M CW%Vn YaLt (MM @51-M1 Fm Ki0) 4QO•M GUalft As amm GVwy ? FO-MB4 RMIZ FGeewl eAga,aa•e0 pm.t at 0 09:33 MRPP CONSTRUCTION 225 757 0480 P.13 ShAngh;ai Jiayi Cold -For nW.&.Won Steel Facto Mill Test Certificate TOYOTA TSUSHO AMERICA INC. P.O. NO. TH1958-A CUSTOMER' S P.O.W. SSWO12573 AAA,) 1 w» nag, The User Name: SUNS On-ERNAnONAL TRADiNGi,>ZVffM S/C NO.: SUNS04-3123A Heat No. SOD(mm) Grade Pieces Wei G S ecificatida B-03 00 2-1/2'=-1/210.180'Wr124' B SO 2940 ASTMA5008HRW 8-03 OD 2-1/2,=-1/21X0o1800wTx40' B so 4800 ASTM A500B ERW B-39 00 2-1/2'22-1/2'X0. 250'WrX40' B 64 8240 AS'1M A500B ERW B-59 OD 5'X3'XQ! BMW' W' B it .2730 ASTM A5009 ERW B-23 OD 50X40XOL 188'Wr14o' B 30 5820 ASTMA500BERW B-24 OD 6'X4"X0. 250'WTx40' B 12 •3030 AS1M A5WB iWW B-24 OD 6141M -250OWTAW B 5 2730 ASTM A500B ERW B-25 OD 5'X5'X0L 188'WTx40' B 48 10430 ASTM A5008 IRW 8•-26 00 5"X5'x0' 250"WTX40' 8 54 15290 ASTM A500B Eltw B-26 OD 6'X5-X0. 25Vwrr,48' 13 24 g16Q p3TM gS00B ERW B-60 OD 6'X2'X0- 188'WTx40' B 1$17 2130 ASIM A500B ERW Chenuca! Com OMition Heat No. C lvin Si S P Cr Ni Cu Nb Ti 6-03 0.13 0.52 0.19 0.033 0A27 B-03 0,13 0.52 0.18 0.033 0.017 B-39 0.14 0.49 0.19 OA34 0.0.17 B-59 0.13 0.40 0.19 0.017 0.013 B-23 0.13 0.52 0.18 0,033 0-017 B-24 0.13 0.46 0.16 0.030 O. Qa 6 B-24 0.13 0.46 0.16 0,030 0. M 6 B-25 0.13 0.40 0.19 0,017 0,013 B-26 0.12 0.45 D.19 0.018 0.020 B-26 0.12 0.45 0.19 1 0.019 0.02o B-60 0,16 0.65 0. 23 0,032 0. M9 Mechanics Character Heat No. Yiegd Stre:nth M a Tensile Strenth a llon ation /o B-03 305 425 39.5 B--03 305 425 39.5 B-39 305 405 34 B-69 320 445 36 B-23 305 425 39.5 B-24 330 450 30 B-24 330 460 30 B-25 320 445 36 B-26 305 4.15 39 8-26 305 415 39 B-60 320 4530 30 Processing Character Cold Fortning, Test Oualified r ►,, Macroscopic Test , OD The ctuality of surface Tolerance: TEN PERCENT PLUS MT R Tl's The testing result: Se 4�p The products mentioned above conform to the norm and they are: qualified. ,Lir 11r�� APR-20-2006 09:34 MAPP CONSTRUCTION Ao -.- 225 757 0480 P.14 ^��,.� " _`Y 4. CERTIREQ TEST REPORT t� osnrrtooe *BMW a� � l�W01?01 t W7tPn ifsat NO Ybw Tawo Bwwtho P.S.J. P.si. % 2 btob NA9559291 Jl1 OW i1,000 27.00 News No C. So. NAPOOD291 A O 5900 .0120 .0150 "• 7"S IS NOT THE ORIGINAL MILL TEST PEPOV • WLTUW harabY cerdfl" that ap best rasuttr Mown in >f,is rcp= aw oOtT�et as conT"Mo In ft rscat4a of OUT eaanpMy. Fwftrmora, the matafiaJ was poetucad from a forwgn manuf§Mmf to ttto apecftadotu dsaatsd aDwC. APR-20-2006 09:34 MAPP CONSTRUCTION 225 757 0480 P.15 AIF-.;1,cAr4 rul3s MANUFACTUFI M. INC. �1 %ace 9/9/2005 !!1 rdal Cei i6cation 5761 Page -1 of 1 Service Steel Warehouse P08 9607 Service Steel Warehouse O 81415 Clint, Drive Houston TX 77213 -� Houston TX 77213 P.O. # SSW-15258 Invoice R 0 Dole Shipped 9/8/2005 Yield ale P S 11 h Streny lon ari ltem plSCriDrion Cx din 4,5 od x .265 x 504 A30 undle Heat Ko Grade B 1 1507676 0-0400 0.6600 0.01 0 0.0080 0.0100 59,120 65,340 30 4,5 od x .265 x 504 AS jjqndle Heal No Grat e B 4 S50988 0.2530 0,8900 0.01 0 0.0030 0.1690 70,800 79,600 33 all materials listed above melted & manufactured in the USA undle Heal N 2505 1st Avenue South . P. 0. Box 100158 . Irondale, Alabama 36210 (205)956.5440.1-800456- 440 . Fax (205)956.5689 Ship To: 1 Order Date:09/16/2005 CERTIFIED MATERIAL TEST REPORT L11 To: ERVFCE STEEL WAREHOUSE CO. L SERVICE STEEL WAREHOUSE PO No:PHILLIP CHAPAitRAL STERL .0. BOX 9607 8415 CLINTON DR- Mill Order No:3003112 Load No:979115 300 Ward Rd. CHAPARRAL �u$TOtl TX 7213 US HOUSTON TX 77029 us Manifest No:1700640 Midlothian, TX 76065--9651 (9-72) 775-8241 ST_2E GRADE 'ECIFICATIONS W 14 X 26# / W366 X 39.0 992/572-50 :TM A6-02, A992-02, A5-72-01 .EAT NO: 11687480 C Mn .07 .91 Yield Strength KSI MPa 56.5 389.6 97.3 395.1 LENGTH PRODUCT 45 FT / 13.716 M wF BEAMS CHFY-ICAL ANALYSIS p S Si Cu Ni Cr Mo Sn v Al Nb CE 009 .029 .24 .29 .01 .08 .022 .009 .001 .005 .016 .27 P:iYSICAL PROPERTIES Tensile Strength Specimen Area Elongation YSSI Mpa Sq In Sq cm % Gage Length 73.0 503.3 0.382 2.46 25.9 Bin 200 mm 75.0 51741 0.372 2.40 24.2 81n 200 mm Bend Test ROA Dia. Result 8 311 manufacturing processes of this product, including electric arc melting and continuous casting, occurred in the U.S.A. ::HTR complies with DIN EN 10204 3.1.B 'i hereby certify that the contents of this report are correct and accurate. All tests and operations performed by this naterial manufacturer or its sub -contractors, when applicable, are in compliance with the requirements of the material specifications and applicable purchaser designated requirements." —Date: gyp- 29, 2005 Signed: Date:_ _ _ _ igned•o-�-�-�- i �ras�C�.� Votary Public a app ica e Torn L. arrington: ua i y surance anager Page: 1 of 1 3 D D n 0 z Ln c n 0 z N N Ol m A 0 m GERDAU A4�OMINAS S.A. 41304A - STEM %VvxS GERDAUSDOOV1A HOW - OR0344 if . rAB. C&OC a A ERD A5 OWO AMV - `g 44>ns4o 3- MG HULL TEST REPORT C.PaW4301 . VAN 9331-VOJM - CaiA- qft 4 pa 1du wx 4e aOw& M o va*abu 4 ssa Mal" e-6, ws hMby Wdfy AN dse pnddcl 9 13 sne r&= riLL Gee .aEdalo.oa e! Ot bc% moeo.ea vd.iW dpWlr1Mi0d. Pt sea+. pdesl. de s cl ma , e.x um yAur oxMeodd a s q. ,As xul m WC14L actin oado af- m.Owy, ado Fvi du. a Qumd'...... W ess+pc6 Gvsu Apa *-. As . MAW F. eNlim io nveneds us pmdehes. al mart = v8a:kd ae a md6ddni.i pespmly..uO rhwim rcr p b,2c . of Artpeau. cona"ium n -c u *o or revnres w deports h r rs s pasdirg . wt� aw-L CiieWe ! Customer EnderleSe f Address L oMMERCra( METALS COMPANY - flALLAS TRADING DiV151 6564 N. MACAK`MUEt KVD. St)]M $00 IRVIN©. TX 7S084dU.S.A. Designagle du Produ#o ! Product Details < o"dade l &M Grade Ord= - Order F%gina ! Page MME NEWLY PRODUCED WIDE FLANGE SEAMS (i.Gr 11) A572 GRADE 50 ONLY 97595 7 I 10 DS0t0eEea/Dineneione: Oorxlda CV YS TS E C M0 Si P S Alt v H." SY MPa MPa t k t 1 ft % 9 4 i 1,112X72 X 60' 0752SLO 01 391 S35 24.0 0.12 1.36 0.19 4.025 0.095 0.003 a.032 0.002 02 387 536 10.S W14 X 22 X 40' 0725a63 01 469 $21 20.S O.Oe GA9 0.23 0.017 0.006 0.007 0.011 0-002 02 446 502 21.0 N14 X 22 X 40' 072S46S 01 441 494 20.4 0.08 0.94 0.19 0.021 0.011 0,005 0.031 9.002 02 442 467 20.0 W14 X 22 X 10` 074445S 01 a30 492 21.3 0.08 0.08 4.19 0.029 0.012 a.0C3 0.010 0.002 02 416 503 22.5 H14 X 22 X SS' 0744454 01 438 492 21.$ D.00 0.69 0.12 O.Oi9 0.011 0.0D3 0.0.0 0.002 . 02 438 503 22.5 W14 X 22 X So• 0724927 01 457 SOB 24.0 0.08 0.86 0.24 0.014 0.004 0.007 0.013 C.DD2 02 471 5?4 74:6 Wi4 is 22 K 96' 0144451 O1 438 491 21.5 0.08 0.90 0.19 0-019 0.D11 0.003 0.610 11.002 02 436 503 22.5 H14 X 22 x 5S' 0744452 01 436 492 21_5 0.06 0.90 0.19 0.029 0.011 0.003 0.020 0.002 C6d*oe dal pmprWzdes mecbicas Peffis vw3niow 1 Svuc usi iUpcs - noeura standard ASTM A-6 Coda of dre Toccbanicsl prapoties Cp - EH - C.ov 4 Specae. ltv�.r A - E AMs*=-*, - QUALWADe E TWHOIDGfA A SERV1QO DE MOMS Q.1EKM > our. - In D&� - eaval a sm WAlmt A!* rECHHOLOGY TO SERVE Ova C TVIVIERS 27.10.2005 LE - vs LbTia de esm m - YW K-4W rl4 LR - TS 1i i. 4e se IoL t . - Tc mk SuaWb G-.ereo 10.6 razz; i O.0 6e uuhsi. d Dan d i- LEAA - YSM FdK&o LB R - Ydd1 soeWhMouat vamp k 6e Pilaw. f ft.*. dhisies. 3D 0 M i Rl m M m m m 3 D U n O Z Cn R7 C n O Z M in m A OD m I3/10 371653 43362 sawn E STEEL WAREHOUSE CO. P.O. SOX 9607 HOUSTON TX 77213 SIZE NEAT CUSTONER GRADS NUMER FO NUKMm 3 1/2 X 3 1/3 X 3/0 402-2362 SSIF-15748 ASTM A36-05/A529-05 GR 50 3/4 ROUMS 401-1174 SSW-15748 A6'{4d &36=05/A519-05 (A 50 4 X 4 X 1/4 401-4219 SSW-15749 AST" A36-05/A529-05 OR 50 4 X 4 X 318 401-4179 SSW-15740 ASTM A36-05/A529-05 GR 50 NUCOR BAR MM - J$NETT 0812 MIGH"Y 79 WEST JMIMI', TXXAS 75e46 pN 19031 626-4461 CR:R'MPIED HILL TBST REPORT 1 43362 SERVICE STEEL WAREROVBE •, . 6415 CXJVTON DR. 80U8T0li TX j' I C Ka Si S P V Hi I(o 8n Hand Test ` S Nb Cu Cr ji .11 .65 -18 .044 .014 .013 .013 .49 .12 .13 .036 .017 Tensile 11 12300 Yield 11 54600 Blangi 11 1i Tensile 11 72300 Yield 21 53900 31,=2% 21 21 sIr .21 .80 .22 .036 .013 .003 .020 .51 43 .•a7 '1'aes110 ii 75600 Ylold li S9166 slang♦ 11 21 Tensile 24 75900 Yield 11 59500 Zlonq% 21 11 .IL .93 .23 .034 .011 .00E .014 .50 .15 .18 .04E .017 ,• Tensile 11 14700 Yield 11 54090 Elonq% 11 20 Tensile 21 77200 Yield 21 55900 rl =' wsq\ 21 ?0 .11 .91 .16 .02a .011 .007 .017 .34 .16 .19 .061 .01E •` � Tensile 11 74100 Yield 11 S5200 SI SSA 1: 21 Tensile 21 70200 Yield 24 56800 BIOD9% 2: 20 gh • e: )0.4 A is SLORK.ATZON IqT 8 INCH SCALE/SBEIBILE i YIBLD 8H01imT IET P8Z .;.y�' • , - �.;-�; MELTED AND MANUFACTURED IN 13.8_A. 1' ALL RAiTSR3:11L MAW CAST AND MOT ROLLBD Ka, I8T -. ;�•. �• .• _ :.. :.�'''� � .fag• : { .. SMI-TEXAS P. O. Box 911 • - Seguin, Texas 78156-C911 (830)372-8200 CERTIFIED MILL TESL' REPORT iw C*W p&q Wehereby *WVfyVW1h9 Deal resuRs pruetsted hm Oro accurate and confomn to tim nV* tod graaa Daniel 3. Schacht HEAT NO,: 828214 s SERVICI; STEEL WAREHOUSE S SERVICE MEL WAREHOUSE �'�'V nwurpllGV 110aIla,�yY SECTION: L 1.25x1,25xtf4x40b' O BOX 9607 H OROPTRAILER SHIP*. t0185ttf155 ' L32x3at&35xi2.192 p HOa1STON. TX 77213 SEGl71N, TX Bfl1 1i; 40Ef261 GRADE. ASTM A36IA52950 78TS:r p [NV ff: Ti OUST PO*: SSW16598. 011 T O GIST PIN: CHEMICAL ANALYSIS %% MECHANICAL. T£STI PROPERTIES C Mn 0.18 O.?a Yield Strength IMPERIAL 51.8 TEST METRIC IMIPERIAL METRIC IMPERIAL METRIC • P 0.010 Tensile Strength 1GSI 75.3 3s7.2 MPA $ 0.032 Elongation Ysi 519.2 NPA $� 0.23 Gauge Length 26 $ 8 INS 26 203 $ t43 Cu 0.36 Reduction of Area Cr 0.06 Bence Test NI 0.10 Diameter F Ma 0.02!0 Charpy impact Cb 0.000 Test Temp V 0.000 Sample Sire •. Sri 0.000 Orientation B Hardness Tl C.Eq. i JOMIfJY RESULTS-Rockweo Charrhiessat IfI th loch Lnm3mwts i 2 3 4 5 6 7 8 9 GRAIN SIZE INCWS[ON RATING 10 13 12 METHOD METHOD 13 14 is le 17 18 19 ZO 21 22 28 24 RESULT TYPE i H 7 7 1-i CM/iti rCJ; 1 7 N0V-24-2006 o2:W Page -1 OF 3 6gd 0�ke 1 3 D 0 n 0 z 0 c 0 z Rl N m A W C9 B/LY 370933- 43362 SERVICE STEEL WAREHOUSE CO. P.O. BOX 9607 ROUSTGN TX 77213 SIZE HSAT CUST0IM8 CRPM XWORR ?0 MDMER 4 X 4 X 5/16 401-4193 88N-15478 ASTH A36-05/A529-05 GR 50 4 X 4 X 5/26 401-4193 SSW=15478 ASTH A36-05/A529-05 OR 50 4 X 4 X 214 401-4512 SSM-IS678 AST5I GR 50 4 X 4 X 318 401-4179 8BM-13478 ASTH A36-05/A579-05 GR 50 4 x 4 X 2/4 401-4201 6Sp-15478 ASTH A36-05/A529-05 GR 50 NumR SAM KILL - jEwum $812 UICaWAY 73 wEET JEWE1T, Tzxn 75846 PE 4903) 626-4461 CERTIFIED MM TEST REPORT 43362 BEAVICE STEEL WARMN) $ 4413 CtImom nR. HOUSTON TX D Date 1120/06 ' ;0 • I C Nn Si 9 P v Nb Cu Cc Ni No send on 'Teat .10 .96 .23 .036 .DI2 ..002 .014 .57 .14 .17 .042 .014 Tensile 1: 74000 Yield 11 56400 Blang% 1, 21 Tensile 3: 748o0 Yield 2: 55800 Elonq% 2: 21 .10 .90 .23 .036 .012 .002 .014 S7 .14 .17 .042 .111t Tensile 1: 7600D Yield 11 564OD 3101W% 1► 21 Tensile 21 74000 Yield 2: 55800 Elonq% 2, 21 .12 .97 .20 .043 .023 .006 .olS .38 .1D .14 .036 ,030 MVill 16 75290 YWd 4: 644aJ 21" it 23 Tensile 2s 79600 Yield 2s 56600 X2crq% 21 21 .12 .SI .16 .028 .011 .007 .DIT .34 .10 .27 .061 .013 Tensile 1O 74100 Ylsld It 55200 along% 11 22 Tensile 2l 7E200 Yield 2t 56800 Slongti 2: 20 .12 .94 .22 .036 .fl23 .004 .023 .43 .16 .16 .043 .020 ?4nsile 1: 77000 Yield 1: 55200 Blong! l: 21 Tensile 2: 79200 Yield 2: 57200 Sloog% 2: 22 A - Loll., ELOi7CATI0P I9 8 illi5i 9cusjTEa►s1z.E 4 YIRW BROOM zu Paz ]IEL'mIID 1►ai0 ESAIIUPAC7VRISD I9 0.8.1►.9 4 i A1.r.•ld'rs1zat. k R] m - ' � I N !9 19 m !9 W ' D O Z U) _ Z7 C n o N N (A U7 m A 00 0 B/Li 3672-1.5 43362 SERVICE STEEL WAREFOUSS CA. P.O. BOX 9607 HOUSTON TX 77213 S121 HEAT CUSTOMER GRADE NUMBER PO NUMBER 1 1/2 X 1 1/2 X 3/26 401-3211 SS*--15108 A36-05/A709-04A61/3A36-98 2 1/2 X 2 1/2 R 1/4 401-2576 SRW-15748 ASTX A36-05/A529-05 OR 50 3 X 3 X 3/0 401-2401 Ssw-1S748 AM A36-OSIAS29-05 GR 50 318 X 6 401-1840 SPI-15748 AM ASIS-05 OWN 95 NUCOR BAR HILL - JEWETT 6812 3UGHWAY 79 HEST JEWETT. T8kA3 758l6 141 OD3) 626-d461 CEATIFIHD MILL TEST REPORT D Date 22/19/05 � I N m " I N m 43363 m Qn SBRVICB STEEL NAE8i1OUSZ 8415 CLINTOtt DR. m ' l0 HOUSTON W (A C ma 31 S P V mb cu Cr Ni Mo Bend 8a Test • .06 .85 .21 .045 .014 .002 .001 .49 .11 .14 .055 .017 ' 3 Teasila 1: 67800 Yield li 46600 Blong% 1. 25 D 0 'p'ea011e 21 68300 Yield 2s 47100 E1 oa9R 3, 26 ' - n .11 .98 .23 _039 .025 .003 .012 .43 .23 .14. .035 .015 O Z U7 Tensile l: 78600 Yield 1s 59700 Eloags It 22 Tensile 2: 79500 Yield 21 57900 Blongt Zs ZZ C n .22 .92 .15 .020 .013 .005 .014 .51 .22 .15 .036 O Tensile 1: 70900 Yield 1: S5500 Elong% 1; 22 ,pI6 C Tills 22 70300 Yield 21 53000 Elong6 2s 22 v> ,31 .9i .3� .Oa9 .tt3z .oGi .OII AD .12 .ii .040 Als Tensile 1: 86900 Tiaid 11 63,000 E10n4m is 19 ; Tensile 2s 83300 Yield 21 62000 BlonQ6 2: 19 '•.. i'�'�:�.� 3 ,-��. _ III " -• '.�E'•' 'v�•i it .o-r; •_ .:�w ti I Page 2 of 3 -u GERDAU AMERISTEEL ChOmlcal and Physical Test ftpo" I ti CARTERSVILLE STEEL MILL m I 384 OLD GRASSDALERD RE WADE IN THE UNITED STATes Rl CARTERSVtLLE GA 30T2l USA fs46"B8 m m (770) 387-3300 -- 0 lD SHIP TO INVOICE TO SERVICE STEEL WAREHOUSE SHfP DATIE W U) 8415 CLINTON DRIVE SERVICE STEEL WAREItOIl9E CID LP a1H8N16 713675.2631 ACCTS PAYABLE nOIlSTON, TX 77M P08OX 9607 "MTON, TX 77213 GM. ACIDQVNT HQ -- S6B7244? S E e SIZE GRADE SPECIFICATION co X 11.511 A36rS72GS0 HEATI.O. ASTUA3"1- ASTMA572 GR50-01, SA-36 OfASTM A709 GR36.018 SALES ORDER CUST P.O. PSUM8 D C Hn -� 36-0238 S SE 008 2327 Cu Nt Ct o Sn Al CE 1 SW-17036 D D. .P .021 .09 .06 025 Mechankm Test Yield 54600 PSI.376.45 MPA TensgG: 76500 PSI, 528.14 . _D100t MPA .0004 .0W7 .009 .001 .364 (7 0 %El: 23.6�ir1. 236QOOMM lAechanicaf Test: Yt3d 55500 PSI- 382.86 MPA TemAs: 75700 PSI, 521.93 MPA %El: ►, 23.2/2001► m Z (n SHAPE • S12E GRADE SPECIFIGTION a-.2J F iI2 x to -- - � � HEAT 1.0_ COVAN35 ASTbI 72 GR50HaR55 04- ASTIA A529 GRS6Q4 C SALES ORDER CUST P.O. TAINIBER C .G53066 _ fRrl ig P S SI .0Ct0 .21 Cu HI Cr D9 No V Nb 8 N Srs Al C Eqv 8MM342 SSW-1 038 _� .213 D4 -.a _ _ 023 Mechanical Test: Yield 58700 PSI.400.72 MPA Tensile: 82200 PSI, SW-75 .001 .ul4 MPA .0003 .Ot06_ .010 A0{ .398 Z %Ek 20.ygel, 20-VMGM A h(echanfcal Test: Yield 59000 PSI, 406.70 MPA Tensile: 86300 PSI 596.02 MPA %Ek 21 9I85n 21.9,rd00MM 1 J+'tAE't a SIZE F rannc ac _ MechenlcalTest Y+etd 55900 PSI, 3B5.42MP}1 7 7 - - ••••• wv Rr1EE*I30F T081: 'fI61A 56380 Pl31, 4D4.72lAPA ?anslle! Si60d PSI, 563.3 MPA %EI: 22.3tAfe 72 anuvur T)Ila matanel. tuk clkV me D IlerS, waS produced and malulMwed M It* UnGe6 States ofAme+ica. THE ABOVE FIGURES ARE CERTIREOEXTRACTS ERoMTHE OWGINILLCHEMICALANDPHYSICALTESTRECOROS N Aa. ivawr AS COWAMED I" TIfE PERMANENTRECC*=(W Co#ApAriY.ro (n (� Mill Grove law, Mel"-SKS. -0 CARTERSVIL ESTEEL►(.LL -Z! I$1 A 00 m Ill SMI" TEXAS Wehe eby C"fY Met the tegl results presentee two are aoarateand conform to the reported graft P. a. Sox 911 CERTIFIED MIL�,1'ES'I' REi'ORT Seguin, Texas 78156-OS17 For sddxaul00paasca 4...-4 $k „ a_ "'C (8303 372-8200 l830J 3724486 Danle;l-7_ Schacht [ HEAT NO.: 246"1 S SERVICE S'TE£.L WAREHOUSE S SERVICE STEEL WAREHOUSE SHIP#: 1016871101 SECTION: F 3xl&xW(' O BOX 9wr H 8415 CLINTON DR BOL # 407936 F 127x12-7x6.098 L H(XjSTON. TX 77213 P HOUSTOt i, TX 77028 4407 INV #: GRADE ASTAt A36�A52950 COST PO#: SSW18733 T O T CUST PN: p CHEMICAL ANALYSIS PROPERTIES % MEG3iANiCrAL 79ST i T9ST THBF 0.19 IMPEAKL METRIC IMPERIAL METRIC IMPERIAL METRIC Mn 0-67 Yiold Strength 55.0 sSI 379.2 MPA P 0.020 Tensile Strength 78.2 K= 538.5 MPA S 0.028 Efongation 29 a 29 % Si 0.26 Gauge Length 8 INS 203 M Cu 0.44 Reduction of Area Cr 0.16 Bend Test Nf 0.09 Dlameler Mo 0.036 Charpy Impact Cb 0.012 Test Temp V 0.001 Sample Size Sn 0.018 Orientation B 0.0003 Hardness Ti 0.001 C.Eq, JOMINY R;E ;IJLTS - Rockwel C hardnass at 11181h inch Incremecos GRAIN SIZE -INCLUSION RATING 1 2 3 4 5 6 7 B 9 f0 11 12 METHOO METHOD TYPE 13 14 15 18 17 18 19 20 21 22 23 24 RESULT • T N T li T N T H 1 i1AlV tiff Tl+f_ a SIZE — -- �- ...... ...,�...a. REMARKS: I ■7G vvra NIVu r rscc Vr r Tcmi unv vurf I AMINA 1IVN IN IMF.IMF.PROCESS DISC-12-200519:39 Page I OF 17'0� �� �� B/LO 360333 43362 SERVICE STEEL WAREROUSE CO. P.O. SOX R607 HOUSTON TX 77213 SXZE HEAT CUSTOMER GRAD.? NUMBER n N MSER. 8 X 11.5 401-1669 SSW-15108 ASTR A36-05/A572-04 GO 50 ` �3/e X 3 401-0210 SSW-25746 A36-05/A7D9-04AE1/SA36-98 i r NUCOR BAR MILL - JMM7T 6822 HIGHWAY 79 MOST JEWB'IT, TEXAS 75846 PH (9031 626-4461 CERTIFIED 14ILL TEST ROPOBT 43362 SERVICE STEEL WAREHOUSE 8415 CLItYIPON DR. HOUS?ON TX Date ID/17/0S D Bend C Mn Si S P V lib Cu Cr Ni wo Sn Test .13 .90 .20 .040 .015 .005 .009 .45 .19 .13 .037 .016 Tensile 1: 72300 Yield l: 53500 Elonq% lc 21 Tensile 2: 70600 Yield 2: 52400 Blongft 21 21 .11 .83 .20 .037 .010 .004 .001 .44 .12 .13 .049 .010 Tensile lc 68300 Yield l: 46300 Elong% 1: 31 Tensile 2t 67500 Yield 2: 46300 Elonge 3: 3D ZLONGGA71ON IN B INCH SCALE/TzKsIE: 8 YIELD SHOWN IN PSI MELTED AND MANUFACTURED IN O.S.A. ALL MATERIAL STRAND CAST AND HOT ROLLED CHIEF MBTAE.LURGIST By Traffic cooC .... � R1 0 0 01 0 l0 0p/lOIC TX 77213 D IIVDOR 94R 111LL - 3e11834 U ;U 8612 11IC MY 79 wwT Date 1/76/06 m OZWWM, TEAS 75846 PR (909) 616-ddbl � m CEitTIFIW HILL TEST AYPOR7 m 0� 43362 BER9ZCe STNEL %ARMCCUSE lD Q1 H00STOH TX 7, 'gist Hn? Ct1BTddlR 3 tMO= I PO RMR C Hn Si S F Y Nb Cu Cr X1 No en Test ap'3/8 x 6 401-3883 BSt4-16189 _10 .96 _22 .040 .012 .005 .D29 .45 .12 .12 .034 .020 ATVs A529-05 CRAUR 55 '!ensile is 72300 Yield is 57000 Blonpi 1s 22 i - 7easile 23 73200 Yield 2s 57400 Elongt 2s 22 �!`1�= x 6� 402-3891 OON-16209 1L 1.00 .21 .D77 .010 .004 .03e 43 .17 .16 043 .020 °' i;• ADM A529-1)5 GRADE 55 Tensile 1: 01100 Yield l: 57600 Slanoi 1t 20 Tensile 2s 77700 Yield T: 56900 81ong4 2: 20 0 XX 401-3852 r? agw-1161 .13 .91 .19 .036 .015 .004 .021 .37 .16 .14 .034 .017 .A+29-03 4RJIDE 55 Tensile it 79500 yield 1, 60600 alcmq% 1, 18 Tensile 2: ea30o Yield 22 63300 81angt 2: 19 8Bx-16299 .12 .95 .27 .037 .017 .004 .021 .49 ,19 45 1036 ii1S� SOS 53 ?*WIG it 83900 it SIM #iotio is .02a o401-39S3 .Yfaid 10 Tensile 2s 84300 Yield 2: 59900 Elong% 2s 19 eiCLQG/�TION ZN B ZNCB SCALEv /T1NSILs i YILIa S!l09fIZ IN !3I G` 1EllED 11m 19sNIlt'RCQSIRBi? Z11 T1.S.A_ ` ALL MATZRIAL, STRAGD CAST AND i10T R0416ED CE{i8$ MP.TI►11i:QR(itST 1 - By Traffic j"' a/* i.94"M U CO. TZ 77313 8zsi MEAT CG8117 m -'�VUKM PO 1i0M8E8 3/4 I is 401-3647 ECM 162B9 {I!D] #B= A529-05 G2Am SS 3/6'Z 12 4D1-364a-eex 16289 (r!D) s AS M A521-05 02TADI SS x t F 1i000R 811A MILL - JE10341' aal2 BIOfO[AY 7s xasT Date 12/27/05 Jam , ?iiAB 75A46 PS 1903] 626-4661 CERM9Z= 'NIM TEST RXPORT . 43342 B_R41.V2_cw $Mk 1 DV9z 141b CLDR-Om nR. F1008T06 TX c no 8S E P y Bind 1m Cu cr Ki No en Tsat .10 1.04 .20 .034 .009 -004 .029 .56 .14 .33 _051 .019 2*mlls 1t 74000 TI" Is 58700 alongn 12 la TCMII'm 24 179" Tiold 2s 60300 MICOO 2s 19 .12 1.03 .23 .010 .003 .007 .027 .48 .14 .22 .063 .010 Tsaalls 1s 75900 Yield 1s 55900 Elonw% 13 21 ?mails 23 77800 Tisld 2s 57400 Rlon44 2t 21 BL=0 =0M 119 8 INCH SLAW TWSI[X a YIELD SiA01DF IA PSI K*L"M-AND MANUFAC19RBa 3M II-S.A. ALL UKTmUAL 8TRAMD CART Alm Wn ROLLED CMW IWTAid.Ult.QIBT •BY-Tratfic %�� SMI-TEXAS P. O. Box 911 Seguln, Texas 78156.0911 (830) 372-8200 CERTIFIED MILL TEST REPORT For addW"Jal r4WOS CaH (E30) 372-8495 We herehyoeA fyVW the test results prnsenteu ..are are accurate and contorm to the reported grade. Daniel 3- Schacht QuatayAsswance Manager HEAT NO.: 243918 S CAPITOL STEEL INC S CAPITOL STEEL INC SHIPP: 1016631153 SECTION: F 5X318x20'W O P. O. Box 66636 H 2655 NORTH FOSTER BOIL # 407381 F 1270.5x6.096 BATON ROUGE. LA 7089& 1 BATON ROUGE, LA 708D5-8489 P D CUSTPOII:26890 GRADE. ASTM A3fra4 O O CHEMICAL ANALYSIS PROPERTIES % MECHANICAL TEST TEST TEST IMPERIAL METRIC IMPERIAL METRIC IMPERIAL METRIC 0.10 48.1 KSI 331.6 14PA Mn 0.70 Yield Strength P D_016 Tensile Strength 68.3 KSI 470.9 HPA S 0.035 Elongation 34 % 34 % SI 0.17 Gauge Length 8 n1s 203 VIM Cu 0.53 Reduction of Area Cr 0.15 Bend Test NI 0.13 Diameter Mo 0.048 Charpy Impact Cb 0.001 Test Temp y 0.001 Sample Size Sn 0.021 orientatI&I B 0.0001 Hardness TI 0.001 C.Eq. JOMINY RESULTS - Rockwell C hardness at 1lt6th inch increments GRAIN SIZE INCLUSION RATING t 2 3 4 5 6 1 7 a 9 10 11 12 METHOD METHOD TYPE T H i H 7 H T N 13 14 15 16 17 18 19 20 21 22 23 24 RESULT SIZE 100% MELTED AND MANUFACTURED IN THE USA AND FREE UP NlEHUt1HT wN I AMINwr Iun rn I s,r= r-rtww4r- REMARKS: DE0-0&2005 20:19 Page 1 OF 1 D U I 11.) m I N m m m 0 l0 W 3 D n O z U7 C n 0 z R] Rl In U1 0 A 00 m • ok • Certification of Product of rJ21*11 XitlgyuDa Stec! Tabe Co., Ltd Ib` JA $ 0: Black Pipe Customer: Namea%predhet. n 14 1_ r: A* *= ASTM A53 p 0 e specification ofProdnct: 52(344 3 'Chemical Composition y4oehauical Properties Quantity M2%: Msedrdaa neat G.iAe Ykld Teasile Elongation il3uodies Mfi of Site Plumber S Ce N1 Cr Mo Y stne oh Streuglh % e >4f� P Nlia: MPa Mb- MPS 0.11 0.41 a025 OA33 0.005 0.001 0.4105 000Z 0.001 29 364 33 l0 27 9.7Y2 24.492 >n• XSe3►44xl1' OSOK3253 A 003 0.005 0.001 0.005 0.002 0.001 Z40 3S� 17 �' XScM0x2f' 9"X2492 A 0.13 0.<6 0.016 0-005 O.W 0.001 275 400 34 25 24.023 1r x$ch4OX21' tISOKta64 A 0.12 Os2 OARS 0.029 0.00S 0.001 o.no2 gaol 293 3� 36 52 47.418 t: • X�edd0it31r OSOi{pb?1� A 0.14 0,44 9,01i - 0_03S 000s 0.00 oflas b•� b'�i 2� 315 if 11 10,263 1_�' XScA4aX2t' 4S0lC3341 A Ql0 a.43 0:0lS 0.a34 OJ005 OJDOt 0-001 0.002 0,001 299 395 40 9 8.143 2• tc�40X21' OSOK32S[ A 0.13 O,SI O.OIi 0003 0.005 0001 O.OaS Remit of 00 Sfeval+sr! D r ; IU 00 Bending Test Hydrostatie T OK OK �� . �' pea�uci: ttte�i use lroqulrcatcnb of 6 3 D U O Z Ln C n 3 O Z N N m A O m T N M AUILD%NG PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION,. TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 --------------------------------------------------------------------------- Application Number . . . . . Property Address . . . . . . Property ID: R #. Tenant nbr, name . . . . . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . ... . . Application valuation . . . . 05-00003884 1045 TEXAS AVE 194000-0030-0150 R23569 Date 12/20/05 RAISING CANES COMMERCIAL, AMUSEMENT/SOCIAL/RECREATION COLLEGE HILLS GENERAL COMMERCIAL 800000 Owner Contractor WILCOX FAMILY LIVING TRUST OWNER NORBERT & TERREE WILCOX TRUSTEES 6150 ELDORADO PKWY # MC KINNEY TX 750705721 --- Structure Information 000 000 NEW RESTAURANT Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . ASSEMBLY (IBC) Other struct info . . . . . EXTERIOR WALL TYPE STUCCO IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 30530.00 INTERIOR WALL TYPE SHEETROCK SEWER TYPE PUBLIC TAZ 262.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit Fee . . . . 2260.00 Plan Check Fee .00 Issue Date . . . . 12/20/05 Valuation . . . . 800000 Expiration Date . . 6/18/06 Qty Unit Charge Per Extension BASE FEE 1660.00 300.00 2.0000 THOU BLDG, VAL 500001 & UP 600.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT 5" NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS 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 BESTED UPON INSTALLATION BY CERTIFIED -------- APPLICANT: ------------------ --- ---------------- Inn �,,/ -TIA,i ,n1►I U I 6 Y 1 R44,, V V l A %�� 4A 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 . . . . . 05-00003884 Date 12/20/05 ---------------------------------------------------------------------------- Special Notes and Comments 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 PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) INTERIOR FINISH MATERIAL SHALL HAVE A CLASS A RATING 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 CAN/ELECTRICAL SERVICE DISCONNECT BE LOCATED ON THE T 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) MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2003 IRC PROVIDE PANIC HARDWARE ON EXIT DOORS 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 ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING -------------------------- ---------------- BUILDING DEP REP E ENT IV APPLICANT: M01 ll I" V[k y� BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (.979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 05-00003884 Date 12/20/05 ---------------------------------------------------------------------------- Special Notes and Comments DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK PROVIDE LIST OF SPECIAL INSPECTION AND WHO IS RETAINED TO PREFORM THE INSPECTIONS. ALL EXIT DISCHARGE LIGHTING MUST HAVE EMERGENCY POWER FOR A MINIMUM OF 90 MINUTES, 2003 INTERNATIONAL BUILDING CODE. POST ON THE EGRESS SIDE OF EXIT DOOR, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." ----------------------------------------------------------------7----------- Other Fees . . . . . . . . . SEWER TAP 6" 100.00 WATER TAP 1" 500.00 ---------------------------------------------------------------------------- Fee summary Charged Paid ----------------- Credited Due ----- - ---- ---------- ---------- Permit Fee Total 2260.00 2260.00 ---------- .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 600.00 600.00 .00 .00 Grand Total 2860.00 2860.00 .00 .00 ------------------- BUILDING DE APPLICANT: V V 14 rp 1/v^�,*, TEMVORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . Property Address . . . . . Property ID: R #. Application type description Subdivision Name . . . . . Property Use . . . . . . . Property Zoning . . . . . . Application valuation Owner 05-00003885 1045 TEXAS AVE 194000-0030-0150 R23569 TEMP POLE COLLEGE HILLS GENERAL COMMERCIAL 0 ------------------------ WILCOX FAMILY LIVING TRUST NORBERT & TERREE WILCOX TRUSTEES 6150 ELDORADO PKWY # MC KINNEY TX 750705721 Date 12/20/05 Contractor ------------------------ OWNER ---------------------------------------------------------------------------- Permit . . . . . TEMP POLE PERMIT Additional desc . . KW Permit Fee . . . . 20.00 Issue Date . . . . 12/20/05 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 20.00 ---------- 20.00 -------------------- .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------------ BUILDING D APPLICANT: VVIw,p. Vv-VL71