Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CNEW2005-03857
Y`7 U-0 �, &,D I - ----- ----- Date 21I bU Permit # 0 rm - 3(95r) Project Name QKILAO T Y4S �Ve 5 COMMERCIAL CO Planning 'ice- 1-e' n q g5'e-k4l. n (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Molly Hitchcock,'Prey Fletc er) Bridgette George Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs, William Ethridge) Environmental Services (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services (Tony Michalsky) Miscellaneous Notes 7. Public hearing, presentation, possible action, and discussion on a Conditional Use Permit for WPC Condos to establish a multi -family use with residential uses on the first floor in the Wolf Pen Creek Design District consisting of 7.61 acres located at 305 Holleman Dr E, generally located on the north side of Holleman between George Bush Drive East and Dartmouth Drive. Case #06-500001 (TF/CC) 8. Public Hearing, presentation, possible action, and discussion on a Text Amendment to Article 7.2. H of the Unified Development Ordinance, Number of Off -Street Parking Spaces Required for freestanding furniture sales and motor vehicle service areas. Case #06-500006 (LB) 9. Public hearing, presentation, possible action, and discussion on an Ordinance Amendment of the Unified Development Ordinance consisting of items considered to be ministerial in nature based on the Unified Development Ordinance Annual Review. Case #05-500023 (MH) 10. Presentation, possible action, and discussion on a variance from Section 84.2 (Block Lengths) of the Subdivision Regulations for The Woodlands of College Station, and Public Hearing, presentation, possible action, and discussion on a Final Plat and Replat for the The Woodlands of College Station consisting of four (4) lots on 90.69 acres generally located along the east side of Wellborn Road between Southwest Parkway and Harvey Mitchell Parkway (FM 2818). Case #05-500242 (TF/AG) —AMENDED ITEM 11. Presentation, possible action, and discussion on a Comprehensive Plan Amendment by amending the Land Use Plan for 28.01 acres of Tract 2.11 of the Robert Stevenson Survey, A-54, generally located southwest of the intersection of Decatur Drive and Alexandria Avenue. The proposed land use plan classifications include a change from Residential Attached to a combination of Retail Regional and Single -Family Residential, Medium Density. Case #05-500238 (LB) 12. Adjourn. Notice is hereby given that a Regular Meeting of the College Station Planning and Zoning Commission, College Station, Texas will be held on the 2"d day of February, 2006, at 7:00 p.m. at the City Hall Council Chambers, 1101 Texas Avenue, College Station, Texas. The following subjects will be discussed, to wit: See Agenda. Posted this the day of January, 2006 at CITY OF COLLEGE STATION, TEXAS By Connie Hooks, City Secretary j Brittany Korthauer - Re: Calling for CO @ 2706 Texas Ave S (Auto Zone From: Tony Michalsky To: Brittany Korthauer Date: 4/21/2006 3:53 pm Subject: Re: Calling for CO @ 2706 Texas Ave S (Auto Zone) okay with us >>> 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 r ttany Korthauer - Re: Calling for CO @ 2706 Texas Ave S (Auto Zone 1 From: John Logan To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Br... Date: 4/21/2006 11:03:04 am Subject: Re: Calling for CO @ 2706 Texas Ave S (Auto Zone) Engineering is ok. WF0745247 / 001 City of College Station PAGE 1 REQ. DATE: 02/08/06 02/08/06 10:17:58 LOCATION: 2706 TEXAS AVE S LOC ID: 203642 EXT. ADDR.: AUTOZONE REF NBR: REQUESTOR: CORNERSTONE COMMERCIAL ORIGIN: CUSTOMER -WALK IN REQ. USER: BKORTHAUER AUTH. USER: BKORTHAUER WORK TYPE: ROUT 3/4" WATER TAP & 6" SEWER TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 02/08/06 SCHED COMPLETION: 02/08/06 ******************************************************************************** JOB ORDER RESULT CONIlY=S A-+o Zdne. 1 B corn'e' rstone AlIeZ Commercial Contractors. P.O. Box 261, 401 7" Street -- Corning,1A 50841 Phone: 641-322-3862 Cell: 641-344-8631 FAX: 641-322-3405 E-mail: comer@cornercc.com ff 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 . . . . Owner . . . . . . . . . 5/04/06 144800-0001-0040 2706 TEXAS AVE S COLLEGE STATION TX 77840 BRANDYWINE BRANDYWINE, BLOCK 1, LOT 4, AC RES 0.8375 GENERAL COMMERCIAL CS PLAZA LTD Contractor . . . . . . CORNERSTONE COMMERCIAL CONTRAC 641 322-3862 Application number 05-00003857 000 000 Description of Work COMMERCIAL, STORES & CUSTOMER SERVICE Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Approved A �4. Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 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 4/26/06 5/26/06 144800-0001-0040 2706 TEXAS AVE S COLLEGE STATION TX 77840 BRANDYWINE BRANDYWINE, BLOCK 1, LOT 4, AC RES 0.8375 GENERAL COMMERCIAL Owner . . . . . . . . . CS PLAZA LTD Contractor . . . . . . CORNERSTONE COMMERCIAL CONTRAC 641 322-3862 Application number 05-00003857 000 000 Description of Work COMMERCIAL, STORES & CUSTOMER SERVICE Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . MERCANTILE Flood Zone . . . . Special conditions SOD & SEED DISTURBED AREAS Approved . . . . . . . BuildinA Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL 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 4/26/06 5/26/06 144800-0001-0040 2706 TEXAS AVE S COLLEGE STATION TX 77840 BRANDYWINE BRANDYWINE, BLOCK 1, LOT 4, AC RES 0.8375 GENERAL COMMERCIAL Owner . . . . . . . . . CS PLAZA LTD Contractor . . . . . . CORNERSTONE COMMERCIAL CONTRAC 641 322-3862 Application number 05-00003857 000 000 Description of Work COMMERCIAL, STORES & CUSTOMER SERVICE Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . SOD & SEED DISTURBED AREAS Approved . . . . . . . BuildinA Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 4/24/06, 7:59:11 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 4/24/06 ------------------------------------------------------------------------------------------------ ADDRESS . : 2706 TEXAS AVE S SUBDIV: BRANDYWINE TENANT, NBR: AUTO ZONE CONTRACTOR CORNERSTONE COMMERCIAL CONTRAC PHONE (641) 322-3862 OWNER CS PLAZA LTD PHONE PARCEL 144800-0001-0040 APPL NUMBER: 05-00003857 COMMERCIAL, STORES & CUSTOMER SERVICE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B110 01 1/26/06 DS BLDG, FOUNDATION -GRADE BEAM TIME: 17:00 1/26/06 AP January 25, 2006 3:18:32 PM bkorthauer he said footings whatever that is..... B100 01 2/15/06 DS BLDG, FOUNDATION -SLAB TIME: 17:00 2/15/06 AP February 15, 2006 12:25:38 PM kwolfe 'B115 01 3/15/06 JGM BLDG, FRAMING TIME: 17:00 3/15/06 AP T/S: 03/15/2006 10:51 AM GLSOUTH ----------------------- 8130 01 3/20/06 DS BLDG, INSULATION TIME: 17:00 3/20/06 AP March 17, 2006 8:33:20 AM kwolfe early AM monday B125 01 4/24/06 BLDG, FINAL TIME: 17:00 April 21, 2006 9:50:10 AM bkorthauer ©G ----------- ---------------- --G-7----- COMMENTS AND NOTES -------------------------------------- Brittany Korthauer - Re: Calling for CO @ 2706 Texas Ave S (Auto Zone) 1 From: Lindsay Boyer To:. Alan Gibbs; Benjamin McCarty; Bob Mosley; Br... Date: 4/21 /2006 3:08 pm Subject: Re: Calling for CO @ 2706 Texas Ave S (Auto Zone) NO for CO Sod and seed disturbed areas Remove plastic and construction debris from around building CO will NOT be issued until firelane is constructed Thanks - Lindsay Lindsay B. Boyer Staff Planner City of College Station 1101 Texas Avenue S. College Station, Texas 77840 (979) 764-3570 / (979) 764-3496 Fax Iboyer@cstx.gov www.cstx.gov >>> Brittany Korthauer 4/21/2006 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 Forward This Original Report Upon completion to: Public Utilities Department Backflow Prevention P.O. Box 9960 College Station, Texas 77842 System ID: 0210002 8terisMe Powet isProgress SelviceisPride Station Utilities Backflow Prevention Assembly Test and Maintenance Renart Illegible or incomplete reports will not be accepted Backflow Assembly Information Plea 'nt�. ,�eP Serial Number: S 3 Z Manufacturer: r 5 Model: &VA O T Size: Type of Assembly: 03'RPZ ❑ DCA ❑ PVB ❑ RPZ-D ❑ DCA-D ❑ SRPVB Resident / Business Name: AWV'b ionC, 3 5 3 Physical Address: al0 6Assembly location location on the property: i n me ►% 5 r e ->4-r0tz^— Reason the.assembly is installed: Fireline: € Domestic: Irrigation: € Is the assembly installed in accordance with manufacturer tg Yes ❑ No recommendations and/or local codes: F� Reduced Pressure BackflowjPreventton Assembly £ , ��f'ressurVacuum E� Breaker} n Initial YY' Double Q K Value arA „FY �z L� i S \ _ �� Test Check Assemblpressure 3��s 3 1st Check nd 2 Check Relief Valve ' " 2. „ „u AuInl� Check: V0=1alve Held at Held at X Opened at Opened at Held at PSID PSID. c�PSID -- -- PSID PSID Closed Tight Closed Tight lY" Did Not Open Did Not Open Leaked Leaked ❑ Leaked ❑ ❑ ❑ ❑ Repairs I� e t r F a 4 a y u3 s ands s x �.. material \} A�F ����FY _ }�� ���01 r s used _ Held at Held at Test PSID PSID Opened at Opened at Held at After Repairs PSI PSI Closed Tight ❑ Closed Tight ❑ —PSI — — The backflow prevention assembly listed has been tested and maintained by TNRCC Regulations and is certified to be 2 Yes ❑ No operating within acceptable parameters. i cernty tnat an mtormation on tnis report is true and correct at the time of testtng. Gauge Calibration Date:l : ' O7 Gauge Serial #: 15 5 1 1 S Firm Name: _DL L P Firm Address: V C ei" 3 6'0 pA L't X- 77K7 -- Firm Phone Number: 1 S 31S - X `1 Date: .4 / 20dp / C �- Gauge Model: W—bvr~ c-5 e Certification #: Date Backflow Technician: oe le 5 l�rLl� PLEASE PRINT Signature: - (" Brittany Korthauer - Re: Calling for CO 2706 Texas Ave S (Auto Zone 1 From: Pete Garcia To: COS Date:. 4/21/2006 2:35 pm Subject: Re: Calling for CO @ 2706 Texas Ave S (Auto Zone) We need the backflow report for the domestic water. The device is already installed and I did let the contractor know. This e-mail and/or attachment is for the sole use of the intended recipient(s) and may contain confidential and /or legally privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all electronic and paper copies of the original message and any attachments. Thank You. >>> 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 @ 2706 Texas Ave S (Auto Zone Page 1 JI From: Eric Dotson To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Br... Date: 4/24/2006 10:02 am Subject: Re: Calling for CO @ 2706 Texas Ave S (Auto Zone) No on CO the fire lanes are not completed! 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 CITY OF COLLEGE STATION Property Address Company Name: Business Name: Application to Stock/Fixture/Move-in Prior to 7v� "1" Property Owner or Manager Information: Name: 2oac Issuance of a Certificate of Occupancy r Address: i z 3 City, State, Zip: / _ .4, < 39/0 Phone: 90/ - G//2�-�35 Mobile: j Construction Company Information: i Name: wr/Ic✓STa•7r CiDMMCYLI'O/ La�7TroG�o•' i Address: moo, ZXg City, State, Zip: ovn Phone: X 4//-3 2 z - I am applying for permission to: Mobile: Move furniture and/or equipment into the building Fixture and/or stock the building Conduct training for staff members only Other (Be Specific) I hereby make application to the City of College Station to perform the aetion(s) indicated above without the benefit of a Certificate of Occupancy. I certify that the above statements are true and correct. I understand that occupancy of a structure prior to obtaining a Certificate of Occupancy is a code violation and may result irk the issuance of citation(s). I further understand that fines associated with citations range; up to $2,000.00 per day. Applicant Signature* G��r�z�� Printed Name: Date: f%-/k . 0� n Building Department Representative: Comments: /ll/ __ fi . - ArI1111049roAreffo 0 Store Development 123 S. Front St., 3" Floor Memphis, TN 38103 (800) 285-2223 ext. 8939 Fax (901) 495-8969 E-mail: mark.stewart@autozone.com Letter of Transmittal March 16, 2006 Chris Haver Building Official City of College Station 1101 Texas Ave. South, PO Box 9960 College Station, TX 77842 979-764-3570 RE: AutoZone Store No. 3535 2704 Texas Ave. South College Station, TX Dear Mr. Haver, Enclosed please find attached the Revised E3 sheet showing the location and circuit number for the installation of the battery back-up emergency exit light at the exit doors.. If you have any questions or comments regarding the enclosures or need additional information, please contact me. Thank you for your assistance. Sincerely, AutoZone Inc. Mark S. Stewart, AIA Architect — Pre -Construction Specialist AutoZone Store Development BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE'STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 05-00003851 Date 1/12/06 Property Address . . . . . . 2704 TEXAS AVE S Property ID: 144800-0001-0010 R #: R98422 . Tenant nbr, name . . . . . . AUTO ZONE Application type description COMMERCIAL, STORES & CUSTOMER SERVICE Subdivision Name . . . . . . BRANDYWINE Property Use . . . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 413520 Owner Contractor ------------------------ ------------------------ CS PLAZA LTD CORNERSTONE COMMERCIAL CONTRAC ATTN: DAVID COTTRELL III 401 7 TH 7505 HIGH MEADOW P.O. BOX 261 HOUSTON TX 77063 COLLEGE STATION TX 77845 (641) 322-3862 --- Structure Information 000 000 NEW AUTOZONE BUILDING Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . BUSINESS Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB 5necsP HEATED AREA 7009.00 r cporlf INTERIOR WALL TYPE SHEETROCK SEWER TYPE PUBLIC TAZ 360.00 -------------------- -------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc GS Permit Fee 1402.00 Plan Check Fee .00 Issue Date . . . . 1/12/06 Valuation . . . . 413520 Expiration Date . . 7/11/06 Qty Unit Charge Per Extension BASE FEE 460.00 314.00 3.0000 THOU BLDG, VAL 100001-500000 942.00 ---------------------------------------------------------------------------- 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 TESTED UPON INSTALLATION BY CERTIFIED ------------------------ ---� -- - -------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 05-00003857 Date 1/12/06 ---------------------------------------------------------------------------- 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 ELETRIC UTILITIES COMMENTS DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGN DEVELOPER PROVIDES TEMP BLANKET EASEMENT FOR CONSTRUCTION DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS (IF NECESSARY) DEVELOPER PROVIDES 30' RIGID CONUDIT FOR RISER POLE (IF NECESSARY) DEVELOPER INSTALLS FIRST 10' OF CONDUIT ON RISER POLE. CITY INSTALLS REMAINING 201. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DEVELOPER PROVIDES DIGITAL SITE PLAN IN AUTOCADE 14 VERSION. EMAIL TO RBOLIN@CI.COLLEGE-STATION.TX.US DEVELOPER IS REPSONSIBLE FOR THE INSTALLATION OF SERVICE FROM TRANSFORMER TO BUILDING FOR QUESTIONS CONTACT RONNIE BOLIN AT 979-764-3614 Electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764- 6314 for more information. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELEVATION CERTIFICATE REQUIRED - PROVIDE ELEVATION CERTIFICATE PRIOR TO SLAB INSPECTION AND A SECOND CERTIFICATE PRIOR TO FINAL INSPECTION/C.O. PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR EXIT DOOR(S) PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) GUARDS SHALL COMPLY WITH SECTION R-312 (2003 IRC) OR SECTION 1012 IN (2003 IBC) AS APPROPRIATE PROVIDE MINIMUM 42" CLEARANCE FROM CENTER OF WATER CLOSET TO EDGE OF LAVATORY HANDRAILS SHALL COMPLY WITH SECTION R-311 (2003 IRC) OR SECTION 1009 (2003 IBC) AS APPROPRIATE INTERIOR FINISH MATERIAL SHALL HAVE A CLASS A RATING PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE --------------------------------- ------------------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: "� 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 . . . . . 05-00003857 Date 1/12/06 ---------------------------------------------------------------------------- Special Notes and Comments 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 STRUCTURE AS CLOSE AS POSSIBLE TO THE SECONDARY FEEDER CONDUIT FROM THE TRANSFORMER. (see site plan for location of conduit or contact electrical division) THERE SHALL BE NO COMBUSTIBLE OR FLAMMABLE MATERIALS PLACED ON SITE, LOT OR SUBDIVISION WHERE WATERLINES AND FIRE HYDRANTS AS REQUIRED BY THE APPLICABLE SUBDIVISON REGULATIONS ARE NOT COMPLETED AND IN SERVICE AND WHERE ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES DOES NOT EXIST TO WITHIN ONE HUNDRED FIFTY FEET (1501) OF THE MOST REMOTE PART OF THE STRUCTURE. (IFC section 501.4) CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) PROVIDE PANIC HARDWARE ON EXIT DOORS ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK MAIN ELECTRICAL SERVICE DISCONNECT MUST BE ON THE EXTERIOR OF THE BUILDING. EXIT DOORS MUST HAVE THE FOLLOWING STATEMENT ON THEM: "THIS -------------------------- ------------------------------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE,STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 4 Application Number . . . . . 05-00003857 Date 1/12/06 ---------------------------------------------------------------------------- Special Notes and Comments DOOR TO REMAIN UNLOCKED_ WHEN BUILDING IS OCCUPIED." SUBMIT STATEMENT OF SPECIAL INSPECTIONS, LIST OF WORK REQUIRING SPECIAL INSPECTIONS, AND A LIST OF APPROVED INDIVIDUALS INTENDED TO BE RETAINED FOR CONDUCTING SUCH INSPECTIONS. (SEE SECTION 1704.1.1, 2003 IBC) SUBMIT GPM CALCULATIONS AND PAYMENT PRIOR TO CONSTRUCTION TO SIZE SEWER AND WATER TAPS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 6" 100.00 .WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary ----------------- Charged ---------- Paid ---------- Credited -------------------- Due Permit Fee Total 1402.00 1402.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 500.00 500.00 .00 .00 Grand Total 1902.00 1902.00 .00 .00 - ---- ----------------------- ---------- ------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: ~� 'APPLICATION FOR BUILDING PERMIT CITY,OF COLLEGE STATION '4101:TEXAS AVENUE ' COLLEGE STATION, TX 77840 C!`1;YOt COLLEGE ST'�1CIC)% (979) 764-3570 (979) 764-3496 FAX PLrnning tS•l.5crinpuenr Srmicra l WWW.CSTX.GOV FMDDREE / OCgqTTION: ZTO4 TEXAS QVS. _ S. -_ -_ (oI - W g p` q Tl of - - -------------- LOT I}a 4 BLOCK ONE _SUBDIVISION �B�A�D�WJIVS —_—__— SEC/PH__—_____ BUSINESS/OWNER NAME: _AtAoZone_ Inc- —__ PHONE: 901-49S-8139 Foro�weus�e ry DATE: �CC REG APPLICATION # �� v �'�/ 6 TEMP POLE # CONTRACTOR/HOMEOWNER: — T$DPIN: CONTRACTOR ADDRESS: ELECTRICIAN: ----Mz __—__—_—__— PLUMBER: 111 HVAC: __—T� GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ,�7I1 ,1 i1 ADDITION DEMOLITION (Asbestos Survey) MOVING NEW CONSTRUCTION * SHELL ONLY SLAB ONLY ✓✓JJ`"'(( V V DUPLEX (Landscape Plans REMODEURENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: L.t7/�.'DbEA?JNdr c-- KU SLoc.1L WAILS W )TH STEEL TOISM STRUCTURE USE: jKEM!NLL. SAL11:5-A>�RMA12K>f:;'rAvro PA►Iz'� HOMEOWNER ASSOC IATION/ARCH ITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJAG�c331� ,J, VALUATION: $ 413�5 o.1 _—_—_ TOTAL AREA'7QqCT�HEATED AREA: AM 4+ (Cost of Labor and Materials) PUBLIC SEWER GPm CACS ❑ SEPTIC/TREATMENT SYSTEM �6l SEWER TAP: 3/4 SIZE it WATER TAP: SIZE ❑ OTHER TAP: r � � SIZE I Ll S v ❑ TEMP POLE ROOF TYPE: GARAGE TYPE: 'SINGLE ❑ DOUBLE ❑ TRIPLE ATTACHED I -I .-DETACHED //I ,; ,CARPORT NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: WI X ER SIGNATURE OF APPLICANT4 L�1-�l/----- *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. ) Official Use Only Cop zv- j� Q ore Old. NO Plans Examiners Zoning Official Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER Rating —— ,4w . -,A . 0-- SrE NOTF-5 5Wr. M-1 11.0 ABProjRegForm Page 1 of 1 Texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Tuesday, October 25, 2005 EABPRJA6803316 PERSON FILING FORM Name: Mark S. Stewart Email: mark.stewart@autozone.com Phone: 901-495-8939 Project Name: AutoZone Store No. 3535 Project Address: AutoZone Store No. 3535 2704 Texas Ave. South College Station, TX 77840 County: Brazos TENANT Name: Phone: — Tenant Address: Contact Name: Phone: — Contact Address: BUILDING/FACILITY Name: AutoZone Store No. 3535 FACILITY Owner: AutoZone Inc. Phone: 901-495-6500 Owner Address: 123 South Front St., Memphis, TN 38103-3607 Contact Name: Mark S. Stewart Phone: 901-495-8939 Contact Address: 123 South Front St., Memphis, TN 38103-3607 DESIGN FIRM Name: AutoZone Inc. Phone: 901-495-8939 Firm Address: 123 South Front St., Memphis, TN 38103-3607 Designer Name: Mark S. Stewart Email: mark.stewart@autozone.com Type of License: Architect License Number: 14054 PROJECT DESCRIPTION Date Construction Documents Issued: 10/28/2005 Start Date: 11/2005 Completion date: 03/2006 Estimated Cost: $431,520.00 Type of Work: New Construction Does this building(s) have more than one level? No Are there any elevators, escalators, or platform lifts in this building? No Type of Funds: This project is privately funded, on private land for private use. State Lease No. : Scope of Work: This will be a load bearing CMU block wall construction with steel joists to support roof and concrete surface parking for customers. I will submit this AB Confirmation Page with a complete set of construction documents and applicable fees to a Registered Accessibility Specialist (RAS) or Contract Provider. I hereby notify the Texas Department of Licensing and Regulation of the described project and of my intent to perform, or cause to be performed, all services necessary to design said project in accordance with the provisions of Texas Government Code, Chapter 469. 1 certifylhat I )mm he registered�lesign professional with overall responsibility for the design of the project and whose s"Ll a affixed%{o t nsAction do ments. Signature of Desi§n Professional Date Email Address OR I hereby notify the Texas Department of Licensing and Regulation of my intent to comply with the provision of Texas Government Code, Chapter 469. Signature of Building Owner or Designated Agent Date Email Address Signature of RAS OR Name of CP RAS/CP# Date Construction Documents Received by RAS Enter Another Project Print this Page Top of Page1TDLR Home PagelAB Home PageiA6 Project Registration PageiFeedback http://www.Iicense.state.tx.us/abprojectregistration/ABProjRegFormVerification.aspx?strRadiob... 10/25/2005 �,•, • From: ace9 To: Ben McCartney Date: 1/5/2006 Time: 3:53:46 PM Page 2 of 2 January 05, 2006 . j To: AutoZone-Store Development i From: Danny E. Doss, P.E. j I I Re: AutoZone Store: Water and Sewer Flow Calculations j Dear Sirs: The water flow for AutoZone stores is projected to be 200 gallons per day. Chart I (water) and Chart II (sewer) show the types of fixtures utilized along with the quantities of each fixture and the associated fixture units. CHART (Water) ITEM ITEM FIXTURE EXTENSION DESCRIPTION QUANTITY UNITS f Water Closet 2 2.00 4.00 Lavatories 2 2.00 4.00 Mop Sink 1 3.00 3.00 Drinking Fountain 1 0.25 0.25 Total 11.25 CHART H (Sewer) ITEM ITEM FIXTURE EXTENSION DESCRIPTION QUANTITY $� .4 V6- F`fJWater Closet 2f;••.12.00 Lavatories 2 1.00 ``� ' s 2.00 Mop Sink 1 3.00`` 3.00 Drinking Fountain 1 1.00 ` - 1.00 Total 00 Should you have any questions, please feel frAAe%o l%,t� of Sinc ly, 1` ✓ ti . "♦ 7 s DANNY .EUGENE Doss i i•'- Danny E. Doss, P.E. 4 �.•�.......:� i+�r�o• �� 57314 C•• �/STER �N 1% �d!A1. P.O. Boa 427 .4/1 /CED tKelley Drive I� Rogers, ers AR 7n57 CONSULTING ENGINEERS, INC i Ph479.631.1712 F: 479 631.1854 adven ineers.com MECHANICAL ILECTRICAI INDUSTRIAL 13 From: ace9 To: Ben McCartney Date: VkO06 Time: 3:53:46 PM Page 1 of 2 ,:hAGSIMILE COVER PAGE To: Ben McCartney From : ace9 Sent : 1/5/2006 at 3:53:44 PM Pages : 2 (including Cover) Subject : College Station, TX AutoZone i CITY OF COLLEGE STATION Planning er Development Services November 4. Re: Auto Zone- 2704 Texas Ave South Dear, Mr. Mark Stewart 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. - —'� Submit energy code compliance report for mechanical equipment and building envelope in compliance with 2003 International Energy Conservation Code. (.J Need to provide a bottom landing to ramp at the rear of the building to comply 5n'E PI -AN with sections 405.7 of the ICC/ANSI Al 17.1-1998 (American National Standard). 6✓e-W 3. Submit statement of special inspections, including a complete list of materials c ON rRA47-04 and work requiring special inspections, the inspections to be performed and a sTrtre ON Pc-Rlist of the individuals,for conducting such inspections. (See Section 1704.1.1, 2003 IBC). `Need to submit locations and identify hazardous area requiring safety glazing to comply with section 2406.3 of the 2003 International Building Code. Submit details about the access opening above restrooms to comply with section 306 of the 2003 International Mechanical Code. 6. Submit details on condensate drains and secondary drain system and their location/ destination of drains to comply with 307 of the International Mechanical Code. ---� 0 Need to change door statement to read, "THIS DOOR TO REMAIN Uor� ocY �cArvS UNLOCKED WHEN BUILDING IS OCCUPIED," to comply with section 1008.1.8.3 of the 2003 International Building Code. Need to note on electrical plans that the main service disconnect is to be = 5 ON el-A-1 s located on the outside of the building to comply with the City of College v� w Nora ow Station electrical code amendment. PGA "'rIr 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 979-764-3754. The following are comments from the planning department, and any questions referring to the following can to address by Lindsay Boyer. Planning comments: P.O. Box 9960 • 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3570 www.cstx.g0v "" Gene Carroll and Associates, L.P. 16010 Barkers Point Lane Suite 105 Houston, Texas 77079 Phone (281) 509-5700 Fax (281) 759-8768 LETTER OF TRANSMITTAL DATE: 10-27-05 JOB NO. 3525-01 TO: City of College Station ATTENTION: Permitting 1101 Texas Avenue College Station, TX 77840 RE: AutoZone, 2704 Texas Ave 979-764-3570 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 10-27-05 Construction Drawing 1 10-27-05 Application For Building Permit THESE ARE TRANSMITTED as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 REMARKS: COPY TO: SIGNED: .�a !�.___ - Michael Lewis,,,(PE HAGCA Transmittal.doc Gene Carroll and Associates, L.P. 16010 Barkers Point Lane Suite 1.05 Houston, Texas 77079 Phone (281) 509-5700 Fax (281)759-8768 LETTER OF TRANSMITTAL ,DATE•: -10-27-05 JOB NO. 3525-01 r City of College Station ATTENTION: Permitting TO: 1101 Texas Avenue RE: AutoZone, 2704 Texas Ave College Station, TX 77840 979-764-3570 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 10-27-05 Construction Drawing 1 10-27-05 Application For Building Permit THESE ARE TRANSMITTED as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 REMARKS: COPY TO: HAGCA Transmittal.doc � '01 SIGNED: Michael Lewis,41E 11 �,mQs `I City of College Station Page AV Building Inspection Department g PLANS EXAMINATION REPORT Address: Project Name: 74l~'/o -..7;?-O"e Drawing Number Code Ref. Number , !�y! 4H 55�5 Node 1'n Questions o Comments t7H ei`>L AW 7NG14 A//LL 1t91to,�' J l YOr 1 WOK 5 eta"..�ns. ta1�i's«t w`to t �f-or.�•�aA�.is., Opt, (9kL1 -TPC H02. i'"t 5G 4,e.,1(e S cc40aNv1 e &-!5 0/m• 1` 040,4►wH O 'rfOG Iro7.2 240 • a�e G !a z ; �b0 -3 o1C A;xc orv( Alas Ve h `w b /2- ko o'F (!7 CNt e IFa�s� �L► •�i �oor /�Ev�NI, J\` /�Bor OGG� i� fr✓ X%car~S`E` 1 uH 1'� rem•»-, •�Rs�A Ae 75' CFM a� G ��e� wcor� i ✓��oro� D✓� �n ��eSS ��r �il,ra�or SN1G 307 0#,.(�e n 5,?4e 307 Z.3 ScGoc�i(ar rR� N 5 S'�rcw, CITY OF COLLEGE STATION Planning & Development Services November Re: Auto Zone- 2704 Texas Ave South Dear, Mr. Mark Stewart 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. —=j 2. Need to provide a bottom landing to ramp at the rear of the building to comply with sections 405.7 of the ICC/ANSI Al 17.1-1998 (American National Standard). 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). 4d Need to submit locations and identify hazardous area requiring safety glazing to comply with section 2406.3 of the 2003 International Building Code. QSubmit details about the access opening above restrooms to comply with section 306 of the 2003 International Mechanical Code. Submit details on condensate drains and secondary drain system and their location/ destination of drains to comply with 307 of the International Mechanical Code. 7. Need to change door statement to read, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED," to comply with section 1008.1.8.3 of the 2003 International Building Code. 8. Need to note on electrical plans that the main service disconnect is to be located on the outside of the building to comply with the City of College Station electrical code amendment. 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 979-764-3754. The following are comments from the planning department, and any questions referring to the following can to address by Lindsay Boyer. Planning comments: P.O. Box 9960 • I I OI TExAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3570 www.cstx.gov Date: 11 &P # of pages including coves:. 3 1f you did not=" eive a complete fax, p1me call our office immediately eOr anew asmlual. TO: Marl( S4ewnr-' FAX: 901_ - V 9!9' -" 6169 COMPANY: v e G . RE: 2- 7192 72s Ave. 5. - L44o 2 a h e FROM: G e h Mc C4'A COMPANY: _ City of College Station, Development Services REMARKS: ❑ Urgent For your review ❑ Replay ASAP [] FYI ELOItEP33MJEI OL5Eb9L6L6 96bEb9L6L6 N3S 1N3WdO-13A3Q S000 ZO:EZ 500Z/E0/TT W03 CdVGNViS AO CO Z5 :00 :00 OLT--696856bT06T6 TO:EZ EO/TT # ' 83S -131 Xdd 3WdN 3WI1 3QOW i-inSMI (S)3Jdd NOI1t 6na 3WVN/'ON Xd3 3WI1`.31CQ IdOd3d NOIldOIdId3A NOISSIWSNVai 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: l 1 1 34 /os"" # of pages including cover: 3 If you did not receive a c mplete fax, please call our office immediately for anew transmittal. TO: Al 0..✓14 S+e-)-- COMPANY: FAX: Rol- qf5- - 8769 RE: 2-7 0 y T'e )o" Ave-' FROM: i3 C4-1 NIG,Ca.-fi, COMPANY:__ City of College Station, Development Services REMARKS: ❑ Urgent N For your review ❑ Replay ASAP ❑FYI Tl,; 5 i 5 +lie. ln-He th,, -w( +o you. oh A/o✓e.-•-� �Ow Ll t �-DOS ctHa( i��'c-�ace� Lei,,.%S oh 2- S J-- vi L / t l R Pol w 'T v1 , v� %� ; 5 �e %f ! ✓ a v e S o v� e C O wi v✓f G/.� �J T✓b w� i N a 5 a y I S D� � r � �v �. G{�1 H'lA Y O Y I WtA y T- N c h eev, a-U,-e sS, WU 1. This site plan is still under review. The drawings that were last submitted made the Oct. 31 deadline, and comments for the site will be returned by Monday, Nov. 7 2. Building does not meet required facade articulation and roofline elevation requirements set out in the LIDO, Section 7.9.C. Along the front entry facade, there must be 2 elements every 45-feet (elements are listed in the referenced LIDO section). Along other facades visible from the ROW, there must be 2 elements every 60-feet. 3. All facades except for the front elevation exceed the limitations placed on EIFS and concrete products, set out in 7.9.D.2. Further, all buildings are limited to 10% of smooth face concrete. The calculations provided do not indicate how much is smooth face CMU. 4. The orange, white, and red colors are not approved colors on the City of College Station's Color Palette. Approved colors may be submitted, or a variance must be sought through the Design Review Board. The deadline for the December DRB meeting is Monday, Nov. 7 by 10 am. For this variance, please submit a letter stating the variance you are requesting along with 10 folded copies of the proposed building elevations and color samples, as well as all alternative color schemes that the franchise has used. These requirements are set out in LIDO Section 7.9.K.7. As another option, the non -approved colors may be reduced to 10% of the facade without DRB approval. Signage is not included on, facade calculations. It is permitted under a separate application and should be noted as such on all approved construction and site documents. Lindsay B. Boyer Staff Planner City of College Station 1101 Texas Avenue S. College Station, Texas 77840 (979) 764-3570 / (979) 764-3496 Fax Ibover@cstx.gov Thank You, Ben McCarty Plans Examiner TRANSMISSION VERIFICATION REPORT DATE DIME FAX NO./NAME DURATION PAGE(S) RESULT MODE TIME 11/29/2005 18:18 NAME COCS DEVELOPMENT SER FAX 9797643496 TEL 9797643570 SER.# BROE2J341073 11/29 18:17 919014958969--170 00:00:54 03 OK STANDARD ECM CITY OF COLLEGE STATION ,DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 . College Station, Texas 77842 Phone 979.764.3570 / Pax 979.764.3496 FACSIMILE COVER SHEET ]late: � 1 Z 3.C-o;7- # of pages zzlLcluduig Cover; 3 Ifyou did not neceivc s cbmplete fix, pmsc ca11 oar office fmmedia0y,tor anew Mansmiltal. TO: FAx: _ 1-7'0! - G1 f S - 6 T COMPANY: RE: 70 L/ -re.xa-4 o4ye— Sdw`� /Jt�7y �06.y e FROM: i�G 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: 1 I y/o S # of pages including cover: 3 If you did not mxei ve a complete fax, please call our office immediately for a new transmittal. TO: 1M a r X S4e v,4., t FAX: 90 / - q -F S- - 8 cj 6 9 COMPANY: 4µ4v Z,.ohe .=nC. RE: 2. 7 o c! -rn xq f Ave. S. - ' Ay4o Z o h e. FROM: G e h Mc Ccc ri�y COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent N For your review ❑ Replay ASAP ❑ FYI 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: ! 1 f '2- 1 /y s # of pages including cover: 3 If you did not receive a complete fax, please call our office immediately for anew transmittal. TO: M; Lkiae/ FAX: 2 61 - 7 S"9 - 8 -76 9 COMPANY 6 eq e C a ✓r-o ll Or /`7 s f o c ia-l-P RE: /` , ,1a 7oyr e - 70 y 5ouY1, %-e )ca 5 4✓G. � o ��psP 5�..�,'n,,,� i �( FROM: Ile h /Lie - Ca i4 COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent ® For your review ❑ Replay ASAP ❑FYI Here ►_ s c, co� y o'F- +Ile- L e 7H e r Z-%Cc%)ceo/ over �-o Mork 5 i e- O vi NDy-e- e =n (i�t�piep( w,/% rI t' s SDvHe Gos --F,rowt Lcf�►�iSa� !J o��er � W �Rhner �or I ��� C�'7`y o`�' CoNec}e sT'�7y��� r TRANSMISSION VERIFICATION REPORT DATE DIME FAX NO./NAME DURATION PAGE(S) RESULT MODE TIME 11/20/2005 18:21 NAME COCS DEVELOPMENT SER FAX 9797643496 TEL 9797643570 SER.# BROE2J341073 11/20 18:20 912817598768--170 00: 00: 57 03 OK STANDARD ECM CITY OF COLLEGE S'1Af10N DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 778422 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: I I - t s- # of pages including cover: Ifyou did notreceive a corx plcte ,fax, please call our office immediately fora new, transmittal. TO: Weha-el FAX: 2.91 - 75-9 : 9>69 COMPANY: (ge l e- i4 s s o G ia-k RE: Aw6 2-w -ter — X 70 y S 0,4Y A i~e xa s 4Ya . e- o 1/A5e � 7)( FROM: PROJECT A `tf & a PLAN REVIEW NO 2-7 oti T-e_)6u5 . FACTORY, MERCANTILE and STORAGE OCCUPANCY REQUIREMENTS 2000 International Building Code G S1 MODERATE HAZARD STORAGE G MERCANTILE G S2 LOW HAZARD STORAGE G F-1 FACTORY G F-2 FACTORY CODE ITEM O.K., SECTION COMMENT OR NIA Table 503 Building Height and Area 0 (� 504.2 Height Modifications 0 508 Special Provisions Parking Garage 1603.3 Live Loads Posted ,tA N(A 505 Mezzanines NA 508.4 Special Unlimited Height for Group M AIf A 506 General Area Modification k) 507 Unlimited Area 505.5 Industrial Equipment Platforms 302.3 Mixed Occupancy Separation 302.2 Accessory Use Areas 9(G. 302.1.1 Incidental Use Area 9 �. 307.9 Exemptions from Hazardous Materials Items W114 (13-15) 414.2.4 Hazardous Material in Group F & S IA 507.5 f" 413 High Piled Stock and Rack Storage 406.2.1 AUTOMOBILE PARKING GARAGES VlJ` 406.2.2 Clear Height > 7 ft 406.2.3 Guards 406.2.4 Vehicle Barriers 1607.7.3 Structural Requirements for Vehicle Barriers 406.2.5 Ramps Do Not Provide Exit Access 406.2.6 Noncombustible and Nonabsorbent Parking Surface 406.2.8 Attachment to Rooms with Fuel -Fired Appliances CODE SECTION ITEM O.K., COMMENT OR NIA 406.2.9 Attachment to Sleeping Rooms 406.3 OPEN PARKING GARAGES NIA 406.3.3 Type of Construction 406.3.3.1 Percent of Openings in Exterior & Interior Walls 406.3.4 Accessory Uses 406.3.5 406.3.6 Area & Height 406.3.7 Location on Property 406.3.8 Stairs and Exits 406.3.9 Standpipes 406.3.10 Sprinkler Systems 406.3.11 Enclosure of Vertical Openings 406.3.12 Ventilation by Other Than Openings 4— 406.3.13 Prohibited Uses Table 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT 406.4.1 Enclosed Parking Garages Heights and Areas 406.4.2 Enclosed Parking Garages - Ventilation 406.5.1 MOTOR VEHICLE SERVICE STATION 406.5.2 Canopies - Height and Construction 406.6.1 REPAIR GARAGE 406.6.2 Separation 406.6.3 Ventilation 406.6.4 Noncombustible Floor 406.6.5 Heating Equipment 2000 Plan Review Forms Page 34 of 60 PROJECT PLAN REVIEW NO FACTORY, MERCANTILE and STORAGE OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 406.6.6 & 908.5 Gas Detection Systems /� # 412.2 AIRCRAFT HANGERS 412.2.1 Exterior Walls 412.2.2 Hangers with Basements 412.2.3 Noncombustible and Nonabsorbent Parking Surface 412.2.4 Heating Equipment 412.2.5 Finishing ("Doping") Areas 412.2.6 Fire Suppression 412.3 RESIDENTIAL AIRCRAFT HANGERS 412.3.2 Fire Separation 412.3.3 Egress 412.3.4 Smoke Detectors 412.3.5 Independent Mechanical and Plumbing Systems 412.3.6 Height and Area Limits 412.4 Aircraft Paint Hanger 412.5 Heliports and Helistops 903 SPRINKLERS WHERE REQUIRED 402.8 Malls Table 600 Note d Reduction of Hourly Ratings 903.2.3 Group F-1 903.2.3.1 Woodworking Operations 903.2.12.1 Stories and Basements Without Openings 903.2.10 GARAGESC1 903.2.10.1 (1) Two Story Repair Garage > 10,000 sq ft per Floor 903.2.10.1 (2) One Story Repair Garage > 12,000 sq ft CODE SECTION ITEM O.K., COMMENT OR N/A 903.2.10.1 (3) Repair Garage in Basement 903.2.11.1 Parking Garage for Commercial Trucks > 5,000 sq ft 903.2.6 Group M 903.2.6.1 High -Piled or Rack Storage 903.2.10 Group S-1 903.2.10.2 Bulk Storage of Tires 903.2.11 Group S-2 903.3.1 Sprinkler Standard NFPA 13 903.4 Valves Controlling Water Supply 910 DESIGN & REQUIREMENTS FOR SMOKE & HEAT VENTS 910.2.1 Group F-1 & S-1 > 50,000 sq ft 910.2.3 High -Piled Combustion Storage 910.2.4 Increased Travel Distance 910.3 Design and Installation 907 FIRE ALARM & DETECTION SYSTEMS r 907.2.4 Group F • 2 Stories with Occupant Load • 500 907.2.7 Group M with Occupant Load • 500 or > 100 Persons Above or Below Lowest Level of Discharge 907.2.14 High -Piled Combustible Storage 907.2.16 Aerosol Storage Uses 907.2.17 Lumber, Plywood and Veneer Mills 907.2.21 Residential Aircraft Hangars 907.2.22 Airport Traffic Control Towers 907.2.23 Battery Rooms 905 STANDPIPES REQUIRED 905.3.1 Buildings with Floors > 30 ft above Fire Department Vehicle Access 2000 Plan Review Forms Page 35 of 60 3 m X 0 z z m m O O m PROJECT PLAN REVIEW NO FACTORY, MERCANTILE and STORAGE OCCUPANCY REQUIREMENTS 2000 International Building Code CODE ITEM O.K., SECTION COMMENT OR N/A 905.3.2 Buildings with Story > 10,000 sq It h� /� A and > 200 ft travel to Fire Department 11 Vehicle Access 905.4 - 905.6 Hose Connection Location 905.2 Standpipe Standard NFPA 14 905.9 Valves Controlling Water Supply EGRESS REQUIREMENTS - CHAPTER 10 CODE ITEM O.K., SECTION COMMENT OR N/A 1003 General 6 1003.2.3 Exit Capacity • Occupant Content B �( 1003.2.2.7 Converging Exit QI% 1004 Travel Distance & Arrangement of Exits o (4, 1004.2.4.1 INCREASED TRAVEL DISTANCE /A (Group F-1 & S-1) Table Group F & M - Two Exits (Room or 1004.2.4.1 Tenant Space > 50 Occupants or > 0 travel greater than 1004.2.5) Table Group S - Two Exits (Room or Tenant 1004.2.4.1 Space > 50 Occupants or > travel 0 (4 greater than 1004.2.5) 1004.3.2.2 Minimum Width of Exit Access Corridor 1003.3.3.1 Minimum Stair Width 1003.3.1.1 Minimum Exit Door Width cif; 1005.2.1 Minimum Number of Exits Table Group F & M - Single Exit (One Story, 1005.2.2 30 Occupants, and 100 It Travel Distance) Table Group S - Single Exit (One Story, 50 1005.2.2 Occupants, and 75 ft Travel Distance) 1005.2.1.2 Helistops CODE SECTION ITEM O.K., COMMENT OR N/A 1007.1 Boiler, Incinerator or Furnace Rooms P .} 1007.2 Refrigeration Machinery Rooms 1004.3.2.3 Dead End Corridor • 20 ft 1005.3. 1004.3.2.1 Exit Access Corridor 1005.3.2.5 Smokeproof Enclosure 1003.3.3.8 Mezzanines 1005.3.2 Exit Stairs 707.2(8) No Stair Enclosure in Parking Garages 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge I 1005.3.6 Exterior Exitway Stairs G / 1005.3.6.1 Height < 6 Stories < 75 ft 1004.2.4.2 Balcony Travel Distance Increase 1006.2.2 Adjacent Lot Lines 1005.3.6.5 Fire Resistive Separation 1003.3.3.5 STAIRWAY CONSTRUCTION NI 1003.3.3.3.2 Closed/Open Risers 1005.3.2.2 Separation of Closets Below Stairways 2000 Plan Review Forms Page 36 of 60 m D n O 3 m X 0 D Z r m to O O m PROJECT. PLAN REVIEW NO FACTORY, MERCANTILE and STORAGE OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM NT QOR A1003.3.3.3 Stair Treads and Risers 1003.3.3.7 Circular Stairs 1003.3.3.10 Alternating Tread Stairways for Group F & Group S 1003.3.3.4 Landings 1003.3.3.11 Handrails 1003.3.3.2 Headroom 1003.3.3.12 Access to Roof 1005.3.5 Horizontal Exits ^/ A 1006 Exit Discharge 0 K, 1003.3.13.5 Security Grilles VA 1003.3.1.2(1) Door Swing Exemption AIIA 1003.3.1.8(2) Socks and Latches - Group M & Group %V 6)-rC 1003.3.4 Ramps 1004.3.3 Balconies VIA 1003.2.12 Guards 1003.2.12.2 Group F & Group S Opening Limitations 1003.2.10 1003.2.11 Exit Illumination and Signs I` 1003.2.11.2 Emergency Power 1005.3.2.4 Stairway Floor Number Signs N 1004.3.1.1 Exit Obstructions NIA W &t� 2000 Plan Review Forms Page 37 Of 60 PROJECT PLAN REVIEW NO FACTORY, MERCANTILE and STORAGE OCCUPANCY REQUIREMENTS 2000 International Building Code COVERED MALLS - SECTION 413 G N/A CODE SECTION ITEM O.K., COMMENT OR NIA 402 COVERED MALL BUILDINGS 708 & 402.7.2 Tenant Separation 402.3 Lease Plan 402.4 EANS OF EGRESS 402.4.1 Oc ant Load 402.4.3.1 Anchor ilding Means of Egress 402.4.3 Assembly 0 upancies Means of Egress 402.4.4 Distance to Exits 402.4.5.1 Exit Passageway 402.4.5 Access to Exits (Dead En 402.4.5 Minimum Exit Width (66 in.) 402.4.2, 402.4.5.1 Requirement for Exits (Te2±!SN 402.5.1 Minimum Mall Width ft) 402.5.1 Minimum Clear ( ft Wide x 8 ft Height) 402.6 Unlimited rea 402.7 Fire sistance-Rated Separation 402.7.1 94paration of Attached Garages 402.7.2.1 01 Separation between Anchor Building and Mall 402.8 Automatic Sprinkler System 90 ..1 Sprinkler Standard NFPA 13 2.8.1. (005.3.4 Standpipes 402.9 Smoke Control for Atriums 402.10 Kiosks 402.11 Security Grilles & Doors 402.12 Standby Power CODE ITEM O.K., SECTION COMMENT OR N/A 402.13, Emergency Voice/ rm 907.2.20 Communicatio ystem 402.15 Fire Dep ment Access to Equipment Roo 402.14 016tic Panels and Signs 2000 Plan Review Forms Page 38 of 60 M.PROJECT PLAN REVIEW NO FACTORY, MERCANTILE and STORAGE OCCUPANCY REQUIREMENTS 2000 International Building Code INTERIOR FINISH INTERIOR FINISH SECTION 803.4 UNSPRINKLERED SPRINKLERED' REQUIRED REQUIRED REQUIRED ACTUAL O.K., REQUIRED REQUIRED REQUIRED ACTUAL O.K., Factory Mercantile Storage COMMENT Factory Mercantile Storage COMMENT OR N/A OR N/A Vertical Exits B A B C B C and Exit Passagewayso° Exit Access C B B C C C Corridors and Other Exitways Rooms and C C C C C C Enclosed Spaces` Floor Covering 0.22 watt/ 0.22 watt/ 0.22 watt/ 0.22 watt/ Corridors & sq cm. sq cm. sq cm. sq cm. Exits a. 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. b. 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. c. 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. d. 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. 3 m 0 D z r- m w O G) m 2000 Plan Review Forms Page 39 of 60 PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES PAGE NO. Plan Review Worksheets........................................................................ 1 General Requirements......................................................................... 8 StructuralDesign............................................................................. 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 — ��'fa ZDvrn PROJECT 7- 70 (4 4va S . PLAN REVIEW NO. CS - JURISDICTION e— 5 •r DATE It/1 BUILDING DESCRIPTION FIRE DISTRICT G YES NO OCCUPANCY GROUP MCdi `1c CONSTRUCTION TYPE: V 6 Documentation Submitted Site Plan Sheets Date Specifications Sheets 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 thru thru thru thru thru thru thru thru Electrical Plans Pages thru Fire Protection System Drawings Date Fire Protection System Calculations Energy Conservation Calculations Date 2000 Plan Review Forms Sheets thru Sheets Sheets Sealed by Registered Design Professional State and Registration Number O I c>TT_ i m M Page 1 of 60 PROJECT Occupancy groups Minimum Construction type PLAN REVIEW 2000 International Codes PLAN REVIEW NO. 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" <t Story No. Description and Use (A) Building Area Per Story On Plans (B) Table 503 s Area (C) Area for Open Space Increase ll x 1 100 (D) Area for Sprinkler Increase = u x IB 100 (E) Allowable Area (B) + (C) = (D) or Unlimited 3 (F) Maximum Building Area 4 ar�...,�'� 708 9 m m o 0 K Open space area increases from Section 506.2 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 = M 'The sprinkler increase per Section 506.3 is as follows: a. multistory building Is = 200 percent b. single story building Ig = 300 percent 'Unlimited 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). °Maximum Building Area (F) = total number of stories in the building x E but not greater than 3 x E. 'The 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 X x m M rA M( PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 (continued) ALLOWABLE HEIGHT ALLOWABLE (Table503) INCREASE FOR SPRINKLERS° SHOWN ON PLANS O.K., COMMENT Type of Construction Type Type V6 p (( Building Height in Feet • 9 9 Feet' Feet V Feet = H + 20' __ Feet 1 g1-11 if D C Building Height in Stodes3• a, e, s.1, e. 3. 10. 11. 12,13 Stories ( Stories + 1 = Stories I I O 'See definition "Height, Building" (Section 502) 2See Height Modifications, (Section 504 and 508) 3See definition "Story" (Section 502) °Automatic Sprinkler Increase (Section 504.2) 'Mezzanine Exception (Section 505.1) 'Basements Exception (Section 503.1.1) 'Penthouse story exception (Section 1509.2) BFor 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) 91-lazardous 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) 13Group 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 PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET CONSTRUCTION TYPE: FIRE PROTECTION REQUIREMENTS TABLE 601 Fire -Resistance Rating Requirements for Building Elements (hours) BUILDING ELEMENT RATING RATING O.K., REQUIRED d PROVIDED COMMENT or NIA Structural frame a, b Including columns, girders, trusses Bearing walls Exterior r b O �� Interior Nonbearing walls and partitions Exterior See Table 602 0 (C Interior a See Section 602 Floor construction Including supporting beams 0 �� 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 1 B). 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° /VjA -5 < 10 A/ . 10 < 30 ' 0 • 30 N 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' (au) Actual (Au) AllowablO (a) Actual (A) 0 to 30,' Not Permitted 9 Not Permitted Lt?V, Greater than 3 to 5 b, f Not Permitted b, 9 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 5feet. 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. i. Allowable area of opening A + A. <_ 1.0 (Equation 7-2) a a. where: A = Actual area of protected openings, or the equivalent area of protected openings Ae (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 y S m M N 2000 Plan Review Forms Page 5 of 60 PROJECT PLAN REVIEW REPORT 2000 International Codes PLAN REVIEW NO PLAN REVIEW WORKSHEET FIRE PROTECTION REQUIREMENTS TABLE 714.2 OPENING PROTECTIVE FIRE -PROTECTION RATINGS REQUIRED MINIMUM TYPE OF ASSEMBLY ASSEMBLY RATING ASSEMBLY RATING OPENING PROTECTION OPENING RATING O.K., COMMENT or (hours) PROVIDED ASSEMBLY PROVIDED NIA (hours) Fire walls and fire barriers having a 4 3 VIA - required fire -resistance rating greater than 1 hour 3 3b 2 1 1/2 1 1/2 1 1/2 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 0.33a Other fire partitions 1 3/4 Exterior walls 3 3/4 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 /� �� G A 1 a. c 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 O X A ca 2 m m Cn PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO PLAN REVIEW WORKSHEET EXIT REQUIREMENTS EXIT WIDTH USE GROUP OR SPACE DESCRIPTION (a) (b) (c) EXIT WIDTH 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 — b) x c ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL 7ocq 30 A✓/h •'1 (4 '7 7 Z See Table 1003.2.2.2 to determine whether net or gross area is applicable. See definition "Area, Gross" and "Area, Net" (Section 1002) ' 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. 5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1003.2.3). 6 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) SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE (TABLE 1004.2.4) ��/ L4-/ d ACTUAL TRAVEL DISTANCE SHOWN ON PLANS REQUIRED DISTANCE BETWEEN EXIT DOORS ACTUAL DISTANCE SHOWN ON PLANS 2- 3 -Z.v o I o (v o I l 2 1 Corridor dead ends (Section 1004.3.2.3). ' Single exits (Table 1005.2.2). 3 Common path of travel (Section 1004.2.5). 2000 Plan Review Forms Page 7 of 60 0 X X m m N PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 503 Building Height & Area 104.11 Alternate Materials & Alternate Methods Of Construction 106 Construction Documents 106.2 Site Plan Ch. 34 Existing Building 3406.1 Historic Building App. D FIRE DISTRICT REQUIREMENTS A/ 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 WA 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 N/A 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 Q m z m r r X m G c m m 3 m z 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 A 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 II Construction 803.4 Interior Finish Requirements 0 K 803.5 Carpet on Walls & Ceilings /VIA 803.6 Expanded Vinyl Wall Coverings 804.4 Floor Finish Type I or II Construction 903.3.1 Sprinkler Systems A% 903.3.5 Water Supplies for Sprinkler Systems 907 Fire Alarm & Detection Systems 1E 1003.2.3.1 Maximum Door Encroachment 1003.2.4 Minimum Ceiling Height in Means of Egress eK 1003.2.5.1 Objects Protruding from Ceiling N 1003.2.7 Elevation of Less than 12 inches Ramped in Means of Egress a V- 1003.2.8 Means of Egress - Continuous and Width not Reduced n �� (� 1003.3.1.5 Landings at Doors DK 4W N 1003.3.3.6 Maximum Distance Between Landings N CODE SECTION ITEM O.K., COMMENT OR N/A 1004.2.3 Egress Through Intervening Spaces VIA 1004.3.2.4 Exit Access Corridor Not Used as Plenum , ///� 1005.1 Exits Not Used for Other Purposes 0 K 1005.2.3 Exits Continuous to Exit Discharge ® 4 1005.3.4.1 Opening Limited to the Purposes of Exiting J� N A 1006.1 Exit Discharge Outside at Grade aOrilF 1301 Documentation That the Building Meets the IECC 1406.2.2, 1406.3 Architectural Trim, Balconies, Bay Windows A //I " A - 1507 Roof Coverings 0 t4 1504 Performance of Roof Coverings 0 1505 Roof Covering Classification 01[, 1503.4.1 Gutters & Leaders 1509.2.1 Penthouse & Roof Structures VIA 1509.2.1(5) Dormer Windows 1509.3 Tanks 1509.4 Cooling Towers 1509.5 Miscellaneous Roof Structures (WA A 2306.3 Wood Diaphragms u 2404 Wind, Snow, and Dead Loads on Glass 2405 Sloped Glazing & Skylights 2406.1 Safety Glazing 019rx 2406.2 Hazardous Locations N Q 2606 Light Transmitting Plastics 2607 Light Transmitting Plastics - Wall Panel 1::L 2608 Light Transmitting Plastics - Glazing 2000 Plan Review Forms Page 9 of 60 0 m z m r X m O c m m 3 m z y PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 2609 Light Transmitting Plastics - Roof Panels /� ` 2610 Light Transmitting Plastics - Skylights 3105 Canopies on Exterior Walls M14 2603 Foam Plastic (See Also 805.3) 718 Thermal- and Sound- Insulating Materials 2111 Masonry Fireplaces N/A. 2111.16 Fresh Air Intakes for Fireplaces 2113 Masonry Chimneys 1405 VENEERED WALLS 1405.1 General Requirements (�(� 1405.5 Anchored Masonry Veneer 1405.10 Metal Veneers and Siding ry 1405.11 Glass Veneer 1405.4 Wood Siding N '� 1405.14 Stucco 1405.13 Vinyl Siding VIA 1202 Ventilation Pere: 1203 Heat Required P A 1204 Light O j� 1205 Yard and Court Requirements W 1206 Sound Transmission k//-A- 1207 Minimum Room Sizes A)A 1208 Attic and Crawl Space Access 2902 Plumbing Facilities K CHAP. 30 Elevator Requirements 2406 Glazing 15 77 Installation of Roof Coverings < -- p [C 2000 Plan Review Forms Page 10 of 60 0 m z m r X m A C X m 3 m z 13 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code ACCESSIBILITY FOR PEOPLE WITH PHYSICAL DISABILITIES CHAPTER 11, ANSI All 17.1 CODE SECTION ITEM O.K., COMMENT OR N/A Chapter 11 - IBC 1101 Where Applicable mil; 1103.2 General Exceptions to Accessibility (A/ 1104 Accessible Routes 1105 Accessible Entrances p9 1106 Parking and Passenger Loading Facilities 1107 Special Occupancies (•J(C 1108 Other Features and Facilities Q V - 1109 Signs 1003.2.13 Accessible Means of Egress d� 1003.2.13.1.1 Elevator required • 4 Stories /UTA 1003.2.13.2 Minimum enclosed stair width 48" *11A 1003.2.13.3 Elevator standby power & access IV/14 1003.2.13.5 Areas of Refuger/V 1003.2.13.5.1 Size of area of refuge tAIIA 1003.2.13.5.3 Two way communication VIA- 1003.2.13.5.5 Identification PIA 1003.2.13.7 Exterior Area for Rescue Assistance 907.9 Alarm Systems 3408 Existing Buildings ANSI A117.1 101 Accessible Sites and Facilities 0 302 Ground & Floor Surfaces p K 303 Changes in Level 304 Turning Spaces 09 2000 Plan Review Forms CODE SECTION ITEM O.K., COMMENT OR N/A 307 Protruding Objects C7 14, 309 Controls & Operating Mechanisms O tL, 402 Accessible Route b lC 403 Walking Surfaces D (� 404 Doors (% 405 Ramps N` srF 406 Curb Ramps 0 OF 407 Elevators IVIA 408 Wheel Chair and Platform Lifts 502 & 503 Parking & Passenger Loading Zones / /� f V A 504 Stairs PIA 505 Handrails (IV 506 Windows IVIA- 602 Drinking Fountains & Water Coolers 10 603.3 Mirrors Q (� 604 Water Closets plC 604.8 Toilet Stalls Al A. 605 Urinals N/ 606 Lavatories and Sinks O 607 Bathtubs y 608 Shower Stalls N/ A 609 Handrails, & Grab Bars VIA 610 Tub & Shower Seats IL) f,4 702 Alarms (Audible and Visual Required) , t 703 Signage B 704 Telephones d /� Page 11 of 60 O m z m r M m A c X m 9 m z Cn PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE ITEM O.K., SECTION COMMENT OR N/A 705 Tactile Warnings 802 Assembly Areas 902 Seating, Work Surfaces & Service oil, `, 1001, 1002, Dwelling Units / 1003 IA IA a m z m r r X m A c X m M m z Cn 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 Uniforn 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 p9 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 So, (Spectral Response Acceleration) 2000PIan Review Forms Page 13 Of 60 C 0 C r v m N a 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 11 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 plf 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 P. psf psf Load Location Required Shown Flat roof snow load p, 1608.3 pf psf psf Sloped roof snow load pe 1608.4 ps psf psf Exposure Factor C. 1608.3.1, Table 1608.3.1 Ca Thermal Factor C, 1608.3.2, Table 1608.3.2 C, Snow Load Importance Factor Ie 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 Windborne 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 1 E 4E 1 4 Table 1609.6.2.1(2) Components & Cladding Loads Effective Wind Area �ssss 2000PIan Review Forms Page 16 of 60 X c n c r r v m 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 fa X C n -i AC D r 0 m y Z 2000Plan 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 = Fe F� `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 SD,= Seismic Use Group (Group I, Il, 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 r1807.2.9.377 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 Place 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 N/A 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 N/A 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 Wood Structural Panel Diaphragms 2000 Plan Review Forms Page 20 of 60 0 O z Cn c 0 O z 3 m m X D Ur) PROJECT PLAN REVIEW NO. CONSTRUCTION MATERIALS 2000 International Building Code CODE ITEM O.K., SECTION COMMENT OR N/A 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 A PROJECT PLAN REVIEW NO UTILITY AND MISCELLANEOUS OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 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 2000 Plan Review Forms 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 1103 Exterior Openings 1104 Structural Provisions Page 52 of 60 December 2, 2005 City of College Station Planning and Development Services 1101 Texas Avenue College Station, TX 77842 RE: AutoZone Store No.3535 — 2704 Texas Ave. South, College Station, TX Mr. Ben McCarty: The following information is in response to the comments made by the City Plan Reviewers on the above referenced project. Each comment number references the comment number assigned by the plan reviewer. BUILDING: DETAIL / SHEET ITEM NO. NO. RESPONSE 1 Attached I have attached to the submitted drawings one (1) copy of the Sheets Envelope Compliance Certificate using the 2003 IECC The switch back ramp at the rear of the building is shown on 2 C-1 the Civil Drawings which will be submitted to the Department Monday morning. The list of special inspections that will be required for this 3 SO project are on the SO (Structural) sheet. I have revised the A-2 (Elevations) sheet and revised the notes 4 A-2 to include the requirement for the tempered glazing. The details for the opening above the rest rooms are on the A- 5 A-6 6 sheet. Access to this opening will be by Maintenance Personnel only using a portable ladder to get to the top of the ceiling of the rest rooms. The details on the condensate drains have been added to the 6 M-1 M-1 sheet. The A-1 sheet has been revised to reflect the changes required 7 A -A by the city to comply with the Architectural look of the building and the note for the new entrance door has been revised to include the The E-4 sheet has been revised to reflect that the main 8 E-4 Electrical disconnect located on the outside of the building to comply with the City of College Station electrical code amendment. If you have further questions or comments, please contact me at (901) 495-8939 or by Fax at (901) 495- 8969. Thank you. Sincerely, Mark S. Stewart, CARB Architect, Pre -Construction Specialist Permit Number Envelope Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZ Software Version 3.0 Release 2b Data filename: C:\DOCUME-1\jkauerz\Desktop\TX3535.cck Section 1: Project Information Project Name: AUTOZONE STORE #3535 FM 2818 AND TEXAS AVE. COLLEGE STATION, TX 77840 Designer/Contractor: Mark Stewart 123 South Front Street Memphis, TN 38103 Document Author: Mark Stewart 123 South Front Street Memphis, TN 38103 Notes: Design for Double Pane Store Front Glass and Gas Heat. Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Window / Wall Ratio: Activity Tvoe(s) Retail Sales, Wholesale Showroom Section 3: Requirements Checklist Bldg. Dept. Use College Station, Texas 4b 1788 2776. New Construction 0.09 Floor Area 7003 Air Leakage, Component Certification, and Vapor Retarder Requirements 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. 4. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. 5. Cargo doors and loading dock doors are weather sealed. 6. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate -Specific Requirements Component Name/Descrintion Roof l: Non -Wood Joist/Rafter/Truss Exterior Wall 1: CMU <=8" with Empty Cells Furring: Metal Store Front Window: Metal Frame with Thermal Break:Double Pane Tinted, SHGC 0.51 Store Front Doors: Glass, Tinted, SHGC 0.51 Loading Dock Door: Solid Man Door: Solid Floor 1: Slab-On-Grade:Unheated, Vertical 2 ft. Gross Area or Cavity Cont. Proposed Budget Perimeter. R-Value R.-Value U-Factor U-Factor 7003 0.0 30.0 0.032 0.063 5715 0.0 19.0 0.046 0.207 459 -- --- 0.530 1.230 28 --- -- 0.530 1.230 57 -- --- 0.790 0.339 24 -- --- 0.790 0.339 356 --- 10.8 --- (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 43%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 2003 IECC requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. i i - IMAJ2 r— Principal Envelope Designer -Name Signature Date Permit Number Mechanical Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZ Software Version 3.0 Release 2b Data filename: C:\DOCUME—I\jkauerz\Desktop\TX3535.cck Section 1: Project Information Project Name: AUTOZONE STORE #3535 FM 2818 AND TEXAS AVE. COLLEGE STATION, TX 77840 Designer/Contractor: Mark Stewart 123 South Front Street Memphis, TN 38103 Document Author: Mark Stewart 123 South Front Street Memphis, TN 38103 Notes:' Design for Double Pane Store Front Glass and Gas Heat. Section 2: General Information Building. Location (far weather data): College Station, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 65 degrees F): 2776 Project Type: New Construction Section 3: Mechanical Systems Last Quantily System Type & Description 1 HVAC System 1: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity >=90 - <135 kBtu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 2: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity >=90 - <135 kBtu/h, Air -Cooled Condenser / Single Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System 1 ( ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Equipment minimum efficiency: Rooftop Package Unit: 10.1 EER [ ] 3. Integrated air economizer required Requirements Specific To: HVAC System 2 ] 1. Newly purchased heating equipment meets the heating efficiency requirements ] 2. Equipment minimum efficiency: Rooftop Package Unit: 10.1 EER ] 3. Integrated air economizer required Generic Requirements: Must be met by all systems to which the requirement is applicable ] 1. Load calculations per 1997 ASHRAE Fundamentals ] 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically offwhen primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ] 3. Minimum one temperature control device per system ] 4. Minimum one humidity control device per installed humidification/dehumidification system ] 5. Thermostatic controls has 5 degree F deadband - Exception: Thermostats requiring manual changeover between heating and cooling ] 6. 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: 2 kW demand or less, submit calculations ] 7. Automatic shut-offdampers on exhaust systems and supply systems with airflow >3,000 cfin ] 8. Outside -air source far ventilation; system capable of reducing OSA to required minimum 9. R-5 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 of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degree F. ] 10. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ] 12. Operation and maintenance manual provided to building owner ] 13. Balancing devices provided in accordance with IMC 603.15 ] 14. Stair and elevator shaft vents are equipped with motorized dampers 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 2003 IECC requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. M I7 V_ S . SMEWA��ZT o Principal Mechanical Designer -Name Signature Date ex Mechanical Requirements Description 2003 IECC COMcheck-EZ Software Version 3.0 Release 2b Data filename: C:\DOCUME—I\jkauerz\Desktop\TX3535.cck The following list provides more detailed description of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. The specified heating and/or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Roof op Package Unit: 10.1 EER 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. Requirements Specific To: HVAC System 2 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. 2. The specified heating and/or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 10.1 EER 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor -air and mechanical cooling. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be offwhen the primary equipment and/or system is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband (a range of temperature where no heating or cooling is provided). - Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable ofautomatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings Jbr at least 10 hours without power. - Exception: A setback or shutoffcontrol is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoff control is not required on systems with total energy demand of kW (6,826 Btu/h) or less. 7. Outdoor -air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum ofR-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum ofR-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple -zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the fibllowing information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: - Gravity (non -motorized) dampers are acceptable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. Permit Number Lighting and Power Compliance Certificate Checked By/Date Standard 90.1-2001 COMcheck-EZ Software Version 3.0 Release 2b Data filename: J:\PRODUC-1\Programs\EZ-COM-1\7N-DOU-4.CCK Section 1: Project Information Project Name: AUTOZONE STORE #3535 FM 2818 AND TEXAS AVE. COLLEGE STATION, TX 77840 Designer/Contractor: Mark Stewart 123 South Front Street Memphis, TN 38103 Document Author: Mark Stewart 123 South Front Street Memphis, TN 38103 Notes: Design fir Double Pane Store Front Glass and Gas Heat. Code 90.1-99 Standard. Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activity Type(s) Floor Area Retail and Banking:General Retail Sales Area 7003 Section 3: Requirements Checklist Bldg. Dept. Use Interior Lighting [ ] 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 14706 13850 YES Exterior Lighting [ ] 2. Minimum efficacy of60 lumen/watt for lamps greater than 100W [ ] 3. Lighting power fDr 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:bot of door width [ ] 5. Lighting power for building exits is less than or equal to 20 watts per linear foot 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 Exceptions: Controlled by motion sensor, signal or advertising signage, highlighting features of historic monuments and buildings, or required for safety or security. Controls, Switching, and Wiring ] 7. Independent manual or occupancy sensing controls for each space (remote switch with indicator allowed fDr safety or security). Exception: Areas that must be continuously illuminated. ] 8. Automatic shutoffcontrol for lighting in >5000 sq.# buildings by time-o day device, occupant sensor, or other automatic control. Exception: 24 hour operation lighting. ] 9. Master switch at entry to hotel/motel guest room. ] 10. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours ] 11. Tandem wired one -lamp and three -lamp ballasted luminaires. Exceptions: Electronic high -frequency ballasts; Luminaires not on same switch Voltage Drop [ ] 12.. Feeder conductors have been designed for a maximum voltage drop of percent. [ ] 13. Branch circuit conductors have been designed for a maximum voltage drop of 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 COMcheck EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. MAlay, S . STWo- 12T t>z cS.1 Principal Lighting Designer -Name Signature Date Section 5: Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals Construction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Signature V Date Lighting Application Worksheet Standard 90.1-2001 COMcheck-EZ Software Version 3.0 Release 2b Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Categ_ory (ft2) (watts/ft2) (B x C) Retail and Banking:General Retail Sales Area 7003 2.1 14706 Section 2: Actual Lighting Power Calculation A B Fixture Fixture Description / ID Lamp Description / Wattage Per Lamp / Ballast A 96" T8 75W / Electronic E 48" T8 32W / Electronic Total Allowed Watts = 14706 C D E F Lamps/ # of Fixture Fixture Fixtures Watt. x E 2 122 113 13786 1 2 32 64 Total Actual Watts = 13850 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 14706 Total Actual Watts = 13850 Project Compliance = 856 Lighting PASSES: Design 6% better than code December 01, 2005 Mr. Stewart AutoZone 123 South Front Street Memphis, TN 38103 Re: AutoZone Store No.3535, Comment Revision No. 1, City/State, College Station, TX AZPR3633 Dear Mr. Stewart, The following information is in response to the comments made by the City Plan Reviewers on the above referenced project. Each comment number references the comment number assigned by the plan reviewer. MECHANICAL ITEM NO. DETAIL/SHEET NO. RESPONSE 1 Provided 2003 IECC calculations. PLUMBING ITEM DETAIL/SHEET RESPONSE NO. NO. 6 1/M1 Condensate drain -lines and sizes have been added to detail 1 on sheet M1 to show complia cn a wit_ tion 307 of the International Mechanical Code. 6 1 6/M1 Condensate drain detail has-been added to show a trap in the line. ELECTRICAL ITEM DETAIL/SHEET RESPONSE NO. NO. `\ ` 8 2/E4 Added note stating main service for disconnect to be,located on the outside of the building to comply with the city of College Station Electrical Amendment. If you have any further questions or comments, please contact me at (479) 631-1712 or by Fax�at (479) 631- 1854. Thank you. Si erely, ff5 Danny E. Doss P.E. V.4NCED CONSU`\ !LTING ENGINEERS, INC P.O. Box 427 132 Kelley Drive Rogers, AR 72757 Ph 479.631.1712 Fx 479.631.1854 adveneineers.com M E C H A N I C A L ELECTRICAL INDUSTRIAL P.O. BOX 427 1.32 Kelley Drive Rogers, AR 72757 Ph 479.631.1712 Ix 479.631.1854 V.4/VCEO CONSULTING ENGINEERS INC. MECHANICAL To: Ben McCarty Company: City of College Station Planning $ Development Address: 1101 Texas Ave City, ST Zip: College Station, TX 77842 ELECTRICAL Store No: 3535 Project Number: AZPR 3G33 Project Name: AutoZone Address: FM 2818 and Texas Ave. I N D U S T R I A L City, ST ZIP College Station, TX 77840 Date: 1 2/2/05 Quantity De5crl tion 3 M I ,M2 and E I -EG I Commment Letter Comments: If you have any clue5tion5 or comments please feel free to call us at 479.G3 1 . 171 2, fax us at 479.G3 1 . 1854, or email u5 at ACEI@5E3CGIoL>al.net. WALLACE ENGINEERING STRUCTURAL CONSULTANTS, INC. 201 WEST FIFTH STREET, SUITE 200 TULSA, OKLAHOMA 74103.4209 918 584-5858, FAX 918 584-8689 W W W . WALLACESC.COM TRANSMITTAL DATE: December 8, 2005 TO: City of College Station Planning and Development Services 1101 Texas Avenue College Station, Texas 77842 PHONE: (979) 764-3570 FAX: ATTN: Ben McCarty PROJECT: # 0511095.01 AutoZone -- College Station (FM 2828 and Texas Ave.), Texas SENT VIA: Fed -Ex (am) ITEM COPIES DESCRIPTION 1, (3) Bond SO-S3, Signed and Sealed (4) sheets per set. PA REMARKS: FROM: (2) Calculations Special Daniel McClain, E.I. CC: walldce A TULSA KANSAS CITY OKLAHOMA CITY WALLACE ENGINEERING STRUCTURAL CONSULTANTS, INC. 201 WEST FIFTH STREET, SUITE 200 TULSA, OKLAHOMA 74103-4209 918 584-5858, FAX 918 584-8689 WWW.WALLACESC.COM TRANSMITTAL DATE: December 8, 2005 TO: City of College Station Planning and Development Services 1101 Texas Avenue College Station, Texas 77842 PHONE: (979) 764-3570 FAX: ATTN: Ben McCarty PROJECT: # 0511095.01 AutoZone -- College Station (FM 2828 and Texas Ave.), Texas SENT VIA: Fed -Ex (am) ITEM COPIES DESCRIPTION 1. (3) Bond SO-S3, Signed and Sealed (4) sheets per set. 2. (2) REMARKS Calculations Special FROM: Daniel McClain, E.I. CC: wdllace AA" w, TULSA KANSAS CITY OKLAHOMA CITY