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RMDL2006-03597
.^F �./J 5 v Date: 8/31/2007 Inspection Comments for Finals Permit Year: 6 Permit Number: 3597 Address: 1701 TEXAS AVE S Ins.Type Inspection Type Code status Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC PARKING LOT & SIDEWALK INSPECTION NOT B115 BLDG, FRAMING IC 06/19/2007 11:19 AM DS PDA 6115 BLDG, FRAMING IC will need third party inspector on iron work Page 1 �(8/30/2007) Kim Wolfe - Re: Calling for CC @ 1701 Texas Ave S (Exterior remodelofCentral Station) Page 1 From: Tony Michalsky To: Kim Wolfe Date: 8/30/2007 9:28 AM Subject: Re: Calling for CC @ 1701 ok with us >>> Kim Wolfe 8/30/2007 9:27 AM >>> Are there any issues? (Old Culpepper Plaza) Contact: James @ 281-830-5654 BP # 06-3597 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979) 764-3570 www.cstx.goy Texas Ave S (Exterior remodel of Central Station) Date Permit # Project Name 04ewlt t.S a COMMERCIAL CO Planning bAis (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Crissy ffartl, Jason Schubert, Grant Wencel, Molly Hitchcock) Bridgette George �~ Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs,, William Ethridge) Environmental Services �%' Vv t/ (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage U (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services (Tony Michalsky) Water/Wastewater Services (Joe Mike Garcia, Paul Schoenfeld, Mitchell Carson) Miscellaneous Notes asp-�3�—s(6 c, t a 3 City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C C T E M P O R A R Y Issue Date . . . . . . 10/11/07 Expiration Date . . . . 12/28/07 Parcel Number 213500-0002-0050 Property Address . . . 1701 TEXAS AVE S COLLEGE STATION TX 77840 Subdivision Name . . . CULPEPPER PLAZA Legal Description . . . CULPEPPER PLAZA, BLOCK B, LOT 5 Property Zoning . . . . UNKNOWN Owner . . . . . . . . . CFP I L.P. Contractor . . . . . . AXIOM CONSTRUCTION CO, INC 281 443-6327 Application number 06-00003597 000 000 Description of work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . Need to remove concrete and dirt pile from the rear of the building. Approved . . . . . . . CAA41 Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL .r 11. N(12/18/2007) Kim W61fe Fwd Re. _Calling for CC @ 1701 yTexas Ave_ S (Exterior remodel ofyCentral Station) Page 1 j From: Donnie Willis To: Haver, Chris; Wolfe, Kim Date: 12/18/2007 9:50 AM Subject: Fwd: Re: Calling for CC @ OK for ful CO (Culpepper Plaza) Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov 1701 Texas Ave S (Exterior remodel of Central Station) >>> On 9/4/2007 at 2:43 pm, in message<46DD6F15.OE07.007C.0@cstx.gov>, Donnie Willis wrote: OK for TEMP. 1. Area along Texas Avenue needs to be seeded or sodded. 2. Grass in the above listed area must be up and growing to a standard of 70% coverage with no large bare spots. 3. Trash needs to be removed from storm drain inlets. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 8/30/2007 at 9:27 am, in message<46D68D96.38FO.0012.0@cstx.gov>, Kim Wolfe wrote: Are there any issues? (Old Culpepper Plaza) Contact: James @ 281-830-5654 BP # 06-3597 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C C T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address Subdivision Name Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . 10/11/07 11/30/07 213500-0002-0050 1701 TEXAS AVE S COLLEGE STATION TX 77840 CULPEPPER PLAZA CULPEPPER PLAZA, BLOCK B, LOT 5 UNKNOWN CFP I L.P. Contractor . . . . . . AXIOM CONSTRUCTION CO, INC 281 443-6327 Application number 06-00003597 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . Need to remove concrete and dirt pile from the rear of the building. CApproved . . . . . . ^ V ► J Buildina O f icia VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College,Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 r T E M P O R A .R Y C C T E M P O R A R Y Issue Date 10/11/07 Expiration Date . . . . 10/26/07 Parcel Number 213500-0002-0050 Property Address . . . 1701 TEXAS AVE S COLLEGE STATION TX 77840 Subdivision Name . . . CULPEPPER PLAZA Legal Description . . . CULPEPPER PLAZA, BLOCK B, LOT 5 Property Zoning . . . . UNKNOWN Owner . . . . . . . . . CFP I L.P. Contractor . . . . . . AXIOM CONSTRUCTION CO, INC 281 443-6327 Application number 06-00003597 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . Need to remove concrete and dirt pile from the rear of the building. Approved . . . . . . (1 �AA4- 2-u-ilding 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 C T E M P O R A R Y Issue Date . . . . . Expiration Date . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . Owner . . . . . . Contractor . . . 9/18/07 11/09/07 213500-0002-0050 1701 TEXAS AVE S COLLEGE STATION TX 77840 CULPEPPER PLAZA CULPEPPER PLAZA, BLOCK B, LOT 5 UNKNOWN CFP I L.P. AXIOM CONSTRUCTION CO, INC 28i 443-6327 Application number 06-00003597 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . REMOVE OR PERMIT THE STORAGE CONTAINERS IN THE BACK. PROVIDE FENCE SCREENING AROUND THE DUMPSTERS BEHIND THE BUILDINGS. ONE LIVE OAK MISSING ALONG TEXAS NEAR THE ENTRANCE. �! VERIFY THAT THE WATER LINE LETTER OF COMPLETION HAS BEEN TAKEN CARE. X. AREA ALONG TEXAS AVENUE NEEDS TO BE SEEDED OR SODDED. je. GRASS IN THE ABOVE LISTED RAREA MUST BE UP AND GROWING TO A STANDARD OF 70% COVERAGE WITH NO LARGE BARE SPOTS. / TRASH NEEDS TO BE REMOVED FROM STORM DRAIN INLETS. Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL �J�i4cheil � M°�'� ,�. City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C C T E M P O R A R Y Issue Date . . . Expiration Date . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . 9/18/07 10/03/07 1,-l3�(��J`� 213500-0002-0050 1701 TEXAS AVE S COLLEGE STATION TX 77840 CULPEPPER PLAZA CULPEPPER PLAZA, BLOCK B, LOT 5 UNKNOWN Owner . . . . . . . . . CFP I L.P. Contractor . . . . AXIOM CONSTRUCTION CO, INC 281 443-6327 Application number 06-00003597 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions 1. REMOVE OR PERMIT THE STORAGE CONTAINERS IN THE BACK. 2. PROVIDE FENCE SCREENING AROUND THE DUMPSTERS BEHIND THE BUILDINGS. 3. ONE LIVE OAK MISSING ALONG TEXAS NEAR THE ENTRANCE. 4. VERIFY THAT THE WATER LINE LETTER OF COMPLETION HAS BEEN TAKEN CARE. 5. AREA ALONG TEXAS AVENUE NEEDS TO BE SEEDED OR SODDED. 6. GRASS IN THE ABOVE LISTED RAREA MUST BE UP AND GROWING TO A STANDARD OF 7001 COVERAGE WITH NO LARGE BARE SPOTS. 7. TRASH NEEDS TO BE REMOVED FROM STORM DRAIN INLETS. Approved . . . . . . . ' Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 9/13/2007 Kim Wolfe - Re: Callingfor CC 1701 Texas Ave S Extenor remodel of Ceritral Statiori Pa e 1 'i From: Crissy Hard To: Alan Gibbs; Amber Carter; Benjamin McCarty; Bob Mosley; Bridgette Ge... Date: 9/4/2007 3:33 PM Subject: Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) Ok for temp CC. Need to address the following: 1. Remove or permit the storage containers in the back 2. Provide fence screening around the dumpsters behind the buildings 3. One Live Oak missing along Texas near the entrance 4. Verify that the water line letter of completion has been taken care of >>> Kim Wolfe 8/30/2007 9:27 AM >>> Are there any issues? (Old Culpepper Plaza) Contact: James @ 281-830-5654 BP # 06-3597 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979) 764-3570 www.csbc.gov (9/4/2007) Kim Wolfe - Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) Page 1 From: Donnie Willis To: Wolfe, Kim Date: 9/4/2007 2:43 PM Subject: Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) OK for TEMP. 1. Area along Texas Avenue needs to be seeded or sodded. 2. Grass in the above listed area must be up and growing to a standard of 70% coverage with no large bare spots. 3. Trash needs to be removed from storm drain inlets. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 8/30/2007 at 9:27 am, in message<46D68D96.38F0.0012.0@cstx.gov>, Kim Wolfe wrote: Are there any issues? (Old Culpepper Plaza) Contact: James @ 281-830-5654 BP # 06-3597 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979)764-3570 www.cstx.gov (8/30/2007) Kim Wolfe- Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) Page 1 From: Jerry Duffey To: Kim Wolfe Date: 8/30/2007 9:48 AM Subject: Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) Fire lanes, Knox boxes ............................. >>> Kim Wolfe 08/30/07 9:27 AM >>> Are there any issues? (Old Culpepper Plaza) Contact: James @ 281-830-5654 BP # 06-3597 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979)764-3570 www.cstx.gov 1. (9/4/2007) Kim Wolfe - Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) Page 1 From: Eaphrame Thomas To: Alan Gibbs; Amber Carter; Benjamin McCarty; Bob Mosley; Bridgette Ge... Date: 9/4/2007 9:55 AM Subject: Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) No issues they are good for CO with W/WW Environmental Services. Eaphrame A. Thomas Environmental Technician Water Services Department Environmental Services 979.764.3662 Have A Wonderful Bless Day:) >>> Kim Wolfe Thursday, August 30, 2007 9:27:51 am >>> Are there any issues? (Old Culpepper Plaza) Contact: James @ 281-830-5654 BP # 06-3597 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov (8/31/2007) Kim Wolfe - Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) Page 1� From: Mitchell Carson To: Alan Gibbs; Amber Carter; Benjamin McCarty; Bob Mosley; Bridgette Ge... Date: 8/31/2007 12:52 PM Subject: Re: Calling for CC @ 1701 Texas Ave S (Exterior remodel of Central Station) Our side is OK Mitch >>> Kim Wolfe 08/30/07 9:27 AM >>> Are there any issues? (Old Culpepper Plaza) Contact: James @ 281-830-5654 BP # 06-3597 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov (* 1 Application for Noise Ordinance Exemption Planning P P & Development Services Department CITY OF COLLEGE STATION 1101 Texas Ave. College Station, TX 77840 979.764.3570 - phone 979.764.3496 - fax Project Information Name: Location: 1 Applicant Information Name: 4X 2 f'i den .r 1�-,,,.. c-+i%GH Address: /ff Cti; stialM Tr l City, State, Zip : TX Phone: 2,1- 4q 3— caa7 Mobile: z 8t -S 3D -S6S� Date(s) of Proposed Concrete Pour: 9- to - Desired Starting Time: u : cr-7Q,„ Size of Proposed Pour Cubic yards: 2-404�1: Surface area: IscA:§�v I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct. I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: kQ�-� Printed Name: Date: 8-2-07 I Note: The Building Official may, at his discretion, require additional information (such as project proximity to residential property, methods of notifying neighboring property, etc.) as part of this application. Official Use O y Building Department Representative: - " .` w Comments: Date: g q O 7 (*- 1 Application for Noise Ordinance Exemption Planning P P & Development Services Department CITY OF COLLEGE STATION 1101 Texas Ave. College Station, TX 77840 979.764.3570 - phone 979.764.3496 - fax Project Information Name: i Location: Applicant Information Name: c� Azzo Al �TI11 .�eM tf Address: 18 2a S C 4l rha Lm City, State, Zip: 66,,x4.„ ZX Phone: 22 1- •1 q3 - is 2 7 Mobile: Date(s) of Proposed Concrete Pour: 7- 11- a 7 Desired Starting Time: Y . 00 Size of Proposed Pour Cubic yards: If SO Surface area: jo,co& I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct. I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: Printed Name: LTa.,...,r C ft, 4 Date: 7-q-o7 Note: The Building Official may, at his discretion, require additional information (such as project proximity to residential property, methods of notifying neighboring property, etc.) as part of this application. ♦♦♦♦1111111111111111111111111111111111♦♦11111111111111111111111111♦ Official Use On Building Department Representative: Comments: 1000, Date: 7 9 v 7 SMaRl. OMMANASSOCUTES, INC: A rU� CmPq STRUCTURAL STEEL OBSERVATIONS Report Number: A1071070.0002 Service Date: June 25, 2007 Client: Axiom Construction Company, Attn: Gail Ellsworth 18205 Chisholm Trail Houston TX 77060 Report Date: June 25, 2007 JUL 0 6 2007 Project: Culpepper Plaza Culpepper Plaza _` .... College Station, TX Project No.: A1071070 206 N. Sims Avenue Bryan Texas 77803 (979) 822-3767 An observation was performed in accordance with AWS D1.1-00 "Structural Welding Code -Steel", (unless noted otherwise) on the Items below. The results of this observation follow. 1.) Observed tightness of anchor bolts for column support structure at locations A/12, A/13, A/14. The above mentioned anchor bolts were found to be in general compliance with the project documents. 2.) Observed snug -tightness of 3/e" connection bolts for column to beam connections at locations A/2, A/5, A/11, A/14. At location AM two connection bolts need to be re -anchored and tightened. James (Axiom) stated he wants to epoxy the bolts and that he will contact the structural engineer to get permission for this procedure so that the deficiencies can be corrected. Except.for the deficiencies listed above, the remaining connection bolts at the above locations were found to be in general compliance with the project documents. Terracon Rep: William W.Squyres Started: 1200 Finished: 1500 Report Distribution: (1) Axiom Construction Company, Inc. Reviewed by: Matthew C. Miller Professional II (Geotengr) The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. This report Is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical materials. Page 1 of 1 zmxrw. w, STRUCTURAL STEEL OBSERVATIONS S➢rNClR1. BUCHANANASfOCUTFS,1NC A 1r. �I Canpny Report Number. A1071070.0001 Service Date: June 22, 2007 206 N. Sims Avenue Bryan Texas 77803 (979)822-3767 Client: Report Date: June 22, 2007 Axiom Construction Company, Inc. $ Culpepper Plaza Attn: Gail Ellsworth JULlpepper Plaza L O s 18205 Chisholm Trail 2007 College Station, TX Houston TX 77060 Sy., eat o.: A1071070 An observation was performed in accordance with AWS D1.1-00 "Structural Welding Code -Steel", (unless noted otherwise) on the Items below. The results of this observation follow. 1.) Observed tightness of anchor bolts for column support structure at locations A/12, A/13, A/14. At locations A/12, A/13, AM 4 anchor bolts were not securely fastened. Contractor superintendent James (Axiom) stated the deficiencies will be corrected. Re -observation is needed. 2.) Observed snug -tightness of %" connection bolts for column to beam connections at locations A/2, A/3, A/4, A/5, A/6, A/7, A/8, A/9, A/11, A/12, A/13, A/14. At location A/14 one connection bolt was damaged, one was missing a nut and the rest need to be tightened. At location AM 1 all connection bolts need to be tightened. At location A/5 one connection bolt is damaged and needs to be replaced. At location A/2 all connection bolts need to be tightened. James (Axiom) stated that the deficiencies will be corrected. Except for the deficiencies listed above the above mentioned connection bolts appeared to be in general compliance with the project documents. Terracon Rep: William W.Squyres Started: 0900 Finished: 1200 Report Distribution: ` (1) Axiom Constnrction Company, Inc Reviewed by: Matthew C. Miller Professional II (Geotengr) The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report Is exclusively for the use of the client Indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical materials. Page 1 of 1 12+mr.w..w, CITY OF COLLEGE STATION Application for Noise Ordinance Exemption Planning & Development Services Department 1101 Texas Ave. College Station, TX 77840 979.764.3570 - phone 979.764.3496 - fax Project Information Name: Location: Applicant Information Name: AXI-01.1 Address: I820g ch;�koly t�� City, State, Zip: Phone: 281-It-13-d:)17 Mobile: Z$/—83a-6'664( Date(s) of Proposed Concrete Pour: Desired Starting Time: Size of Proposed Pour Cubic yards: t && yeLS Surface area: Ier-;Cw '5tp I;,.,VV 41 I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct. I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: , 3n 6,4�— Printed Name: cT� Co.ri Date: 6- 20-07 Note: The Building Official may, at his discretion, require additional information (such as project proximity to residential property, methods of notifying neighboring property, etc.) as part of this application. ♦♦11111111111111♦♦1111111111111111111111111111♦♦1111111111111111/1♦ Official Use 0 1 Building Department Representative: Comments: Date: 6L;-a o7 Application for Noise Ordinance Exemption (*OF"" Planning P P & Development Services Department CITY OF COLLEGE STATION 1101 Texas Ave. College Station, TX 77840 979.764.3570 - phone 979.764.3496 - fax Project Information Name: Locatior Applicant Information Name: A zro A Address: /82" CAAx"Im" 'T'.- / City, State, Zip: A,., fw„ TX Ir T dt o Phone: 2J1- qq o-6aa_7 Mobile: 2.811-83o-f'6SV Date(s) of Proposed Concrete Pour: 6 - `S-Q 7 Desired Starting Time: 9. 00 Size of Proposed Pour Cubic yards: 3SD Surface area: /c_Ociv I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct. I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: Printed Name: tTR e-&'1Q ►,f Date: 4 -/ k—p er Note: The Building Official may, at his discretion, require additional information (such as project proximity to residential property, methods of notifying neighboring property, etc.) as part of this application. ♦♦11111♦♦1♦♦11111111111111111111111111111111♦♦♦♦1111111111111♦♦♦♦1♦ Official Use On Building Department Representative: ` Comments: Date: 6 1 Application for Noise Ordinance Exemption (*- Planning P & Development Services Department CITY OF COLLEGE STATION 1101 Texas Ave. College Station, TX 77840 979.764.3570 - phone 979.764.3496 - fax Project Information Name: 0/,z-,, Location: 170o S i--xar A" - Applicant Information Name: a,,, A-�- O M Address: tA2n,; - t..-L-1 T'.,l s..y City, State, Zip: Z;L 77000 Phone: 2g1. YK3-c 32.7 Mobile: 291- ffso Date(s) of Proposed Concrete Pour: G -- t /- 0 7 Desired Starting Time: q.'00 AA Size of Proposed Pour Cubic yards: 243 Surface area: I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct. I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: Printed Name: Date: 6-6-v7 Note: The Building Official may, at his discretion, require additional information (such as project proximity to residential property, methods of notifying neighboring property, etc.) as part of this application. ♦♦♦♦11♦♦1111111111111♦♦1111111111111111♦♦11111111111111111111/1111♦ Official Use O Building Department Representative: ` Comments: Date:. 0 0 7 CITY OF COLLEGE STATION Application for Noise Ordinance Exemption Planning & Development Services Department 1101 Texas Ave. College Station, TX 77840 979.764.3570 — phone 979.764.3496 — fax Project Information Name: � v. I new-Yr— F�u 1-1- Location: 1 7GG Applicant Information Name: AAX.L'G Nl Cans t Address: - (gZOS" r 4 ; { g,, J T, ! City, State, Zip: Xg-lfg , T.Y �706 0 Phone: z81- 4(U- 63A Mobile: 21t-8 3o -S*6 s4 Date(s) of Proposed Concrete Pour: ,- //-0- Desired Starting Time: If: 30 A /-1 Size of Proposed Pour Cubic yards: 2 60 ar Surface area: / SI^'Ct�) I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct. I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: Printed Name: c�'R GoHa[r,i Date: S-$-07 Note: The Building Official may, at his discretion, require additional information (such as project proximity to residential property, methods of notifying neighboring property, etc.) as part of this application. ♦11♦1111111♦♦♦♦1111111111111111111♦♦111/1111♦♦11111/11111111111111♦ O9icial Use ly Building Department Representative: Comments: Date: S B O 7 PREPARED 2/13/07, 8:06:33 INSPECTION TICKET PAGE 5 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 2/12/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 1701 TEXAS AVE S SUBDIV: CULPEPPER PLAZA TENANT, NBR: CULPEPPER PLAZA CONTRACTOR AXIOM CONSTRUCTION CO, INC PHONE (281) 443-6327 OWNER CFP I L.P. PHONE PARCEL 213500-0002-0050 APPL NUMBER: 06-00003597 COMMERCIAL, REMODEL/RENOVATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B115 01 2/01/07 DS BLDG, FRAMING TIME: 17:00 2/01/07 AP February 1, 2007 10:51:23 AM ncochran. "directly above the souper salad" ?? B100 01 2/12/07 BI BLDG, FOUNDATION -SLAB TIME: 17:00 February 12, 2007 3:44:48 PM glsouth. -------------------------------------- COMMENTS AND NOTES-------------------------------------- OSBORN & VANE ARCHITECTS November 29, 2006 Ben McCarty Code Enforcement/Plan Review City of College Station 1101 Texas Avenue College Station, Texas Re: Proposed Redevelopment of Culpepper Plaza 1700 South Texas Avenue College Station, Texas 77840 Project No. 05090 Mr. McCarty, Enclosed find the following enclosures: * Three (3) sets of drawings titled Proposed Redevelopment of Culpepper Plaza and dated December 1, 2006. * Completed City of College Station Permit Application Form. Please contact me with any questions or need for further information. I rely, Al Osborn, A.I.A. Osborn & Vane Architects AO: db Enclosures 2000 Bering Drive Suite 410 Houston, Texas 77057 713 7815262 713 7815347 Fax Page 1 of 1 Mrnbers American Institute of Architects 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: _ j ec- . 2-1' boo C # of pages including cover: If you did not receive a complete fax, please call our office immediately for a new transmittal. TO: Al 05;do rh FAX: 7/ 3 - 7 8 / - S 3co COMPANY: (25Lo s H e (/a ti YJe��-s7`r. qH s FROM: e h a -q ; -1 M COMPANY. Citv of College Station, Development Services REMARKS: ❑ Urgent NJ For your review ❑ Repl y ASAP ❑ FYI G p JJ /OTCGA#OH o�u r %✓1 q C v v� S�i�.c. C Tao .� , CITY OF COLLEGE STATION Planning & Development Services Date: December 21, 2006 To: Al Osborn — Osborn & Vane Architects From: Ben McCarty- City of College Station Reference: Culpepper Plaza Exterior Remodel Al Osborn, After a meeting with Robert Scott of New Plan on December 20, 2006, we the City of College Station Building Division became concerned with the exterior remodel while current tenants are still conducting business with the public. Our concern is for the protection of pedestrians walking to stores or businesses through a construction site. Please provide and submit details for barrier design and walkway protection that complies with section 3306, Protection of Pedestrians, of the 2003 IBC. I have attached copies of section 3306, Protection of Pedestrians, of the 2003 IBC. Thank you, � --.—; Ben McCarty Plans Examiner City of College Station p: 979-764-3754 f. 979-764-3496 bmccarty@cstx.gov P.O. BOX 9960 • 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3570 vAyw.csb(.9ov CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL 3301.1 Scope. The provisions of this chapter shall govern safety during construction and the protection of adjacent public and private properties. 3301.2 Storage and placement. Construction equipment and materials shall be stored and placed so as not to endanger the public, the workers or adjoining property for the duration of the construction project. SECTION 3302 CONSTRUCTION SAFEGUARDS 3302.1 Remodeling and additions. Required exits, existing structural elements, fire protection devices and sanitary safe- guards shall be maintained at all times during remodeling, al- terations, repairs or additions to any building or structure. Exceptions: 1. When such required elements or devices are being re- modeled, altered or repaired, adequate substitute pro- visions shall be made. 2. When the existing building is not occupied. 3302.2 Manner of removal. Waste materials shall be removed in a manner which prevents injury or damage to persons, ad- joining properties and public rights -of -way. SECTION 3303 DEMOLITION 3303.1 Construction documents. Construction documents and a schedule for demolition must be submitted when required by the building official. Where such information is required, no work shall be done until such construction documents or sched- ule, or both, are approved. 3303.2 Pedestrian protection. The work of demolishing any building shall not be commenced until pedestrian protection is in place as required by this chapter. 3303.3 Means of egress. A party wall balcony or horizontal exit shall not be destroyed unless and until a substitute means of egress has been provided and approved. 3303.4 Vacant lot. Where a structure has been demolished or removed, the vacant lot shall be filled and maintained to the ex- isting grade or in accordance with the ordinances of the juris- diction having authority. 3303.5 Water accumulation. Provision shall be made to pre- vent the accumulation of water or damage to any foundations on the premises or the adjoining property. 3303.6 Utility connections. Service utility connections shall be discontinued and capped in accordance with the approved rules and the requirements of the authority having jurisdiction. SECTION 3304 SITE WORK 3304.1 Excavation and fill. Excavation and fill for buildings and structures shall be constructed or protected so as not to en- danger life or property. Stumps and roots shall be removed from the soil to a depth of at least 12 inches (305 mm) below the surface of the ground in the area to be occupied by the building. Wood forms which have been used in placing concrete, if within the ground or between foundation sills and the ground, shall be removed before a building is occupied or used for any purpose. Before completion, loose or casual wood shall be re- moved from direct contact with the ground under the building. 3304.1.1 Slope limits. Slopes for permanent fill shall not be steeper than one unit vertical in two units horizontal (50-per- cent slope). Cut slopes for permanent excavations shall not be steeper than one unit vertical in two units horizontal (50-per- cent slope). Deviation from the foregoing limitations for cut slopes shall be permitted only upon the presentation of a soil investigation report acceptable to the building official. 3304.1.2 Surcharge. No fill or other surcharge loads shall be placed adjacent to any building or structure unless such build- ing or structure is capable of withstanding the additional loads caused by the fill or surcharge. Existing footings or foundations which can be affected by any excavation shall be underpinned adequately or otherwise protected against set- tlement and shall be protected against later movement. 3304.1.3 Footings on adjacent slopes. For footings on ad- jacent slopes, see Chapter 18. 3304.1.4 Fill supporting foundations. Fill to be used to support the foundations of any building or structure shall comply with Section 1803.5. Special inspections of com- pacted fill shall be in accordance with Section 1704.7. SECTION 3305 SANITARY 3305.1 Facilities required. Sanitary facilities shall be pro- vided during construction, remodeling or demolition activities in accordance with the International Plumbing Code. SECTION 3306 PROTECTION OF PEDESTRIANS 3306.1 Protection required. Pedestrians shall be protected during construction, remodeling and demolition activities as required by this chapter and Table 3306.1. Signs shall be pro- vided to direct pedestrian traffic. 2003 INTERNATIONAL BUILDING CODE@ 563 SAFEGUARDS DURING CONSTRUCTION TABLE 3306.1 PROTECTION OF PEDESTRIANS HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED Less than 5 feet Construction railings 8 feet or less 5 feet or more None Less than 5 feet Barrier and covered walkway 5 feet or more, but not more than one-fourth the height of construction Barrier and covered walkway More than 8 feet 5 feet or more, but between one-fourth and one-half the height of construction Barrier 5 feet or more, but exceeding one-half the height of construction None For SI: 1 foot = 304.8 mm. 3306.2 Walkways. A walkway shall be provided for pedestrian travel in front of every construction and demolition site unless the authority having jurisdiction authorizes the sidewalk to be fenced or closed. Walkways shall be of sufficient width to ac- commodate the pedestrian traffic, but in no case shall they be less than 4 feet (1219 mm) in width. Walkways shall be pro- vided with a durable walking surface. Walkways shall be ac- cessible in accordance with Chapter 11 and shall be designed to support all imposed loads and in no case shall the design live load be less than 150 pounds per square foot (psf) (7.2 kN/m2). 3306.3 Directional barricades. Pedestrian traffic shall be pro- tected by a directional barricade where the walkway extends into the street. The directional barricade shall be of sufficient size and construction to direct vehicular traffic away from the pedestrian path. 3306.4 Construction railings. Construction railings shall be at least 42 inches (1067 mm) in height and shall be sufficient to direct pedestrians around construction areas. 3306.5 Barriers. Barriers shall be a minimum of 8 feet (2438 mm) in height and shall be placed on the side of the walkway nearest the construction. Barriers shall extend the entire length of the construction site. Openings in such barriers shall be pro- tected by doors which are normally kept closed. 3306.6 Barrier design. Barriers shall be designed to resist loads required in Chapter 16 unless constructed as follows: 1. Barriers shall be provided with 2-inch by 4-inch (51 mm by 102 mm) top and bottom plates. 2. The barrier material shall be a minimum of 3/4 inch (19.1 mm) boards or '/4 inch (6.4 mm) wood structural use panels. 3. Wood structural use panels shall be bonded with an adhe- sive identical to that for exterior wood structural use pan- els. 4. Wood structural use panels'/, inch (6.4 mm) or 546 inch (23.8 mm) in thickness shall have studs spaced not more than 2 feet (610 mm) on center (o.c.). 5. Wood structural use panels 3/8 inch (9.5 mm) or inch (12.7 mm) in thickness shall have studs spaced not more than 4 feet (1219 mm) o.c., provided a 2-inch by 4-inch (51 mm by 102 mm) stiffener is placed horizontally at midheight where the stud spacing exceeds 2 feet (610 mm) O.C. 6. Wood structural use panels 5/8 inch (15.9 mm) or thicker shall not span over 8 feet (2438 mm). 3306.7 Covered walkways. Covered walkways shall have a minimum clear height of 8 feet (2438 mm) as measured from the floor surface to the canopy overhead. Adequate lighting shall be provided at all times. Covered walkways shall be de- signed to support all imposed loads. In no case shall the design live load be less than 150 psf (7.2 kN/m2) for the entire struc- ture. Exception: Roofs and supporting structures of covered walkways for new, light -frame construction not exceeding two stories in height are permitted to be designed for a live load of 75 psf (3.6kN/m2) or the loads imposed on them, whichever is greater. In lieu of such designs, the roof and supporting structure of a covered walkway are permitted to be constructed as follows: 1. Footings shall be continuous 2-inch by 6-inch (51 mm by 152 mm) members. 2. Posts not less than 4 inches by 6 inches (102 mm by 152 mm) shall be provided on both sides of the roof and spaced not more than 12 feet (3658 mm) o.c. 3. Stringers not less than 4 inches by 12 inches (102 mm by 305 mm) shall be placed on edge upon the posts. 4. Joists resting on the stringers shall be at least 2 inches by 8 inches (51 mm by 203 mm) and shall be spaced not more than 2 feet (610 mm) o.c. 5. The deck shall be planks at least 2 inches (51 mm) thick or wood structural panels with an exterior expo- sure durability classification at least 23/32 inch (18.3 mm) thick nailed to the joists. 6. Each post shall be knee braced to joists and stringers by 2-inch by 4-inch (51 mm by 102 mm) minimum members 4 feet (1219 mm) long. 7. A 2-inch by 4-inch (51 mm by 102 mm) minimum curb shall be set on edge along the outside edge of the deck. 3306.8 Repair, maintenance and removal. Pedestrian protec- tion required by this chapter shall be maintained in place and 564 2003 INTERNATIONAL BUILDING CODE® SAFEGUARDS DURING CONSTRUCTION kept in good order for the entire length of time pedestrians may be endangered. The owner or the owner's agent, upon the com- pletion of the construction activity, shall immediately remove walkways, debris and other obstructions and leave such public property in as good a condition as it was before such work was commenced. 3306.9 Adjacent to excavations. Every excavation on a site lo- cated 5 feet (1524 mm) or less from the street lot line shall be enclosed with a barrier not less than 6 feet (1829 mm) high. Where located more than 5 feet (1524 mm) from the street lot line, a barrier shall be erected when required by the building of- ficial. Barriers shall be of adequate strength to resist wind pres- sure as specified in Chapter 16. SECTION 3307 PROTECTION OF ADJOINING PROPERTY 3307.1 Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work. Protection must be provided for footings, foundations, party walls, chimneys, skylights and roofs. Provisions shall be made to control water runoff and ero- sion during construction or demolition activities. The person making or causing an excavation to be made shall provide writ- ten notice to the owners of adjoining buildings advising them that the excavation is to be made and that the adjoining build- ings should be protected. Said notification shall be delivered not less than 10 days prior to the scheduled starting date of the excavation. SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY 3308.1 Storage and handling of materials. The temporary use of streets or public property for the storage or handling of materials or of equipment required for construction or demoli- tion, and the protection provided to the public shall comply with the provisions of the authority having jurisdiction and this chapter. 3308.1.1 Obstructions. Construction materials and equip- ment shall not be placed or stored so as to obstruct access to fire hydrants, standpipes, fire or police alarm boxes, catch basins or manholes, nor shall such material or equipment be located within 20 feet (6096 mm) of a street intersection, or placed so as to obstruct normal observations of traffic sig- nals or to hinder the use of public transit loading platforms. 3308.2 Utility fixtures. Building materials, fences, sheds or any obstruction of any kind shall not be placed so as to obstruct free approach to any fire hydrant, fire department connection, utility pole, manhole, fire alarm box or catch basin, or so as to interfere with the passage of water in the gutter. Protection against damage shall be provided to such utility fixtures during the progress of the work, but sight of them shall not be ob- structed. SECTION 3309 FIRE EXTINGUISHERS [F] 3309.1 Where required. All structures under construction, alteration or demolition shall be provided with not less than one approved portable fire extinguisher in accordance with Section 906 and sized for not less than ordinary hazard as follows: 1. At each stairway on all floor levels where combustible materials have accumulated. 2. In every storage and construction shed. 3. Additional portable fire extinguishers shall be provided where special hazards exist, such as the storage and use of flammable and combustible liquids. 3309.2 Fire hazards. The provisions of this code and the Inter- national Fire Code shall be strictly observed to safeguard against all fire hazards attendant upon construction operations. SECTION 3310 EXITS 3310.1 Stairways required. Where a building has been con- structed to a height greater than 50 feet (15 240 mm) or four sto- ries, or where an existing building exceeding 50 feet (15 240 mm) in height is altered, at least one temporary lighted stairway shall be provided unless one or more of the permanent stair- ways are erected as the construction progresses. 3310.2 Maintenance of exits. Required means of egress shall be maintained at all times during construction, demolition, re- modeling or alterations and additions to any building. Exception: Approved temporary means of egress systems and facilities. [F] SECTION 3311 STANDPIPES 3311.1 Where required. Buildings four stories or more in height shall be provided with not less than one standpipe for use during construction. Such standpipes shall be installed where the progress of construction is not more than 40 feet (12 192 mm) in height above the lowest level of fire department access. Such standpipe shall be provided with fire department hose connections at accessible locations adjacent to usable stairs. Such standpipes shall be extended as construction progresses to within one floor of the highest point of construction having secured decking or flooring. 3311.2 Buildings being demolished. Where a building is be- ing demolished and a standpipe exists within such a building, such standpipe shall be maintained in an operable condition so as to be available for use by the fire department. Such standpipe shall be demolished with the building but shall not be demol- ished more than one floor below -the floor being demolished. 3311.3 Detailed requirements. Standpipes shall be installed in accordance with the provisions of Chapter 9. Exception: Standpipes shall be either temporary or perma- nent in nature, and with or without a water supply, provided that such standpipes conform to the requirements of Section 905 as to capacity, outlets and materials. 2003 INTERNATIONAL BUILDING CODE® 565 TRANSMISSION VERIFICATION REPORT DATE DIME FAX NO./NAME DURATION PAGE(S) RESULT MODE TIME 12/21/2006 10:52 NAME FAX TEL SER.# 000L5J596800 12/21 10:51 917137815347-40681# 00: 01: 09 05 OK STANDARD ECM CITY OF COLLEGE STAnON 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: Der, 2- (.o C # of pages including cover: Ifyou did notzmeive it complete fax, please call our oflgce immediately for anew fianstnittal. TO: --A j 05 ✓ 7 FAX: 7/ 8 / - 5- 3q� COMPANY: or Cu R2 0L - Af FROM: l City of College Station Pa a of ABuilding Inspection Department g PLANS EXAMINATION REPORT Address: '7 / T-e )C4 S Ave- • S ®w'7�''L, Date: S/Oc Project Name: A l-e Drawing Number Code Ref. Number Questions or Comments Grr r v ✓ / ;e-5-cv1 t Tcrilav► �f41e,G v! Received by: Date: 1*1/04/2007 14:33 FAX 14001 /005 Date:-5 JikN 61 To: t.ems H &I I dN ' x cc: From: FAX TRANSMITTAL Ie,"4 3-f-1 4 Project No. 0 J5 01 Pages � (including transmittal) Messages: —cc Q gj�02M P, n1f'� . ENO MWO Am 040 Osborn & Vane Architects, Inc. 2000 Bering Drive, Suite 410 Houston, Texas 77057 Phone: (713) 781-5262 FAX: (713) 781-5347 ir •e01/04/2007 14:33 FAX 1a002/005 OSBORN & VANE ARCHITECTS ' REVISION NO. I Date: January 3, 2007 Project: Redevelopment of Culpepper Plaza College Station, Texas Project No. 05090 To: Axiom Construction 18205 Chisholm Trail Suite A Houston, Texas 77060 Attn: Gail Ellsworth This Revision forms a part of the construction documents identified above and dated December 1, 2006. Item 1: Refer to Project Manual, Supplementary Conditions — Section 00800 Add to paragraph 10.2.2. The contractor shall comply to Chapter 33 of the Building Code (2003) International Building Code, specifically Section 3306, Protection of Pedestrians, including Table 3306.1 Protection of Pedestrians_ Pertinent drawings and details will be provided at a later date prior to commencement of construction. END OF REVISION NO.1 Page i of 1 Members American Institute of Architem 2(M Fling Drive Suit: 410 Houston, Texas 77057 713 7815262 713 7815347 Fax 01/04/2007 14:33 FAX f6 003/005 CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL 3301.1 Scope. The provisions of this chapter shall govern safety diulrtg construction and the protection of adjacent public and private properties. 33011 Storage and placement Construction equipment and materials shall be stored and placed so as not to endanger the public, the workers or adjoining property for the duration of the construction project_ SECTION 3302 CONSTRUCTION SAFEGUARDS 3302.1 Remodeling and addition& Required exits, existing structural elements, fire protection devices and sanitary safe- guards shall be maintained ar all times during remodeling, at- tgratiom, repairs or additions to any building or structure. Exceptions: 1. When such required elements or devices are being xe- modeled, altered or repaired, adequate substitute pro- visions shall be made- 2. When the existing building is not occupied. 3302.2 Manner oft removal. Waste materials shall be temoved In a manner whieb prevents injury or damage to parsons, ad- Joining properties sod public rights -of --way. SECTION 3303 DEMOLITION 3303.1 CooWnction dowomtente. Construction documents and s schedule for demolition must be submitted when required by the building official. Where such information is required, no work shall be dono uiutil such construction documents or sebed- ule, or both, are approved. 3303.2 Pedestrian proteetion. The work of demolishing any building shall not W commenced until pe'&ztrian protection is in place as required by this chapter. 3303.3 Means of egress- A patty wall balcony or horizontal exit shall notbe destroyed unlen and until a substitute means of egress has been provided sand approved. 3303.4'Vacrrnt lot. Where a structure has been demolished or removed, the vacant lot shall be filled and maintained to the ex- isting grade or in accordance with the orMnauces of the juris- diction having authority. . 3303.5 Water accamulathm. Provision shall be made to pre' vent the accumulation of water or damage to any foundations on the premises or the adjoining property. 3303.6 Utility connecdons. Service utility connections shall be discontinued and capped in accordance with the approved rules and the requirements of the authority having jurisdiction. SECTION 3304 SITE WORK 3304.1 Excavation and fill. Excavation and fill for buildings and structures shall be constructed or protected so as nofto en- danger life or property_ Stumps and roots shall be removed from tbr. soil to a depth of at least 12 incbea (305 =0 below the snorFace of the ground in the area to be occupied by the building. Wood forms which have been used in placing concrete, if within the ground or between foundation sills and the ground. shall be removed before a building is occupied or used for any purpose. Before completion, loose or casual wood shall be me - moved from direct contact with the ground under the building. 3304.1.1 Slope liorits. Slopes for permanent fill shall not be sweper than one unit vertical in two units horizontal (50-per- cent slope). Cott slopes for permanent excavations shall not be super than one unit vertical in two units horizor+tal (50-per- cent slope). Deviation from the foregoing limitations for cut slopes shall be permitted only upon the prmerltatiom of a soil irmstigadou repots acceptable to the building official. 3304.1.2 Surtbaxge- No MI or other surcharge loads shall be placed adjacent to any building or structure unless such build- ing or structure is capable of withstanding ttre additional loads caused by the fill or surcharge. FAisting footings or 'foundations which can be afkcted by any excavation shall be underpinned adequately or otherwise protected against set - dement and shall be protected against later movement 3304.1.3 FooOAp on adjacent slopes. For footings on ad- jacent slopes, sac Chapter 18_ 3304.1.4 Fili 1 supporting foundations. Fill to be uaed to aupport the foundations of any building or structure shall comply with Section 1803.5. Special inspections of com- pacted fW shall be in accordance with Section 1704.7. SECTION 3306 SANITARY 3305.1 Fadlittes regnired. Sanitary facilities shall be pro- vided during construction, remodeling or demolition activities is accordance with the Intemadorrai Plumbing Code. CTION 330t3 PROTECTION OF PEDESTRIANS 3306A Protecdon required, Pedestrians shall be protected dming const uctioa, remodeling and demolition acdvides as required by this chapter and Table 3306.1_ Signs shall be pro- vided to direct pedestrians traffic. 2003 IMANATIONAL F UILDM CODS® 563 101/04/2007 14:34 FAX SAFEGUARDS DURING CONSTRUCTib,0- 14004/005 TABLE =5,1 PROTECTION OF PEDESTRIANS HEIGHT OF CON&TRUCTIoN DISTANCE FROM COMMUCTION TO LOT LINE TYPE OP PROTECTION REQUIRED 8 fact or less Lean than 5 feet Construction railings 5 fe& or more None More than B feet Logs than 5 feet Barrier and covered walkway 5 feet or more, but not more than ono-fomth the her ht of cotlat[uctivn Barrier and covered waikwa 5 feet or rnoM but between one-fourth and onwhalf tho hob ht of eonatntbdon Bu der 9 feet ormon, but exceodin one-half the heightof construction None For St 1 f= = 304.8 mm. 330t8.2 Walkways. A walkway shall be provided for pedestrian travel in front of every construction and demolition site. unless the authority haying jurisdiction authorizes the sidewalk to be fenced or closed. Walkways shall be of sufficient width to ac- commodate the pedestrian traffic, but in no case shall fty be leas than 4 feet (1219 mm) in width. Walkways shall be pro- vided with a durable walling surface. Walkways shall be ac- casaible in accordance with Chapter 11 and shall be. designed to support all imposed loads and in no case shallthe design live load be less than 150 pounds per square foot (psi) (7-2 kN/m2), 3306.3 DhvWonal barricades. Pedestrian traffic shall be pro- tected by a directional barricade where the walkway extends into the street. The directional barricade shall be of sufficient size and eouskuction to direct vehicular traffic away from the pedesttian path. 33%.4 Construction xall W. Construction railings shall be at least42 inches (1067 tntn).1a height and shall be mfficient to direct pedestrians around construction areas. 3306S Barriers, Barriers shall be a minimum of 8 feet (2438 rum) in ha & and shall be placed on the side of the walkway nearestthe construction. Barriers shall extend the entire letlgdu of the consmiction site. Openings in such barriers shall be pro- tected by doors which are uonnally kept closed. 3306.6 Barrier design. Barriers shall be designed to resist loads requited in Chaptm 16 unless constructed as follows: i. Burden shall be provided with. 2-mch by 4-mcb (51 mm by 102 tntn) top and bottom plates. 2. The barrier material shall be a minimum of 3/44ach (19.1 mar) boards or 1/; nch (6.4 min) wood structural use panels. 3- Wood structural use panels shall be bonded with an adhe- sive identical to that for exterior wood structural use pan. els. 4. Wood SntlCtutei use panels'/, inch (6.4 mm) or 5/16 inch (23.8 min) in fte ness shall have studs spaced not mom than 2 feet (610 mm) on center 5. Wood structural use panels 3/3 inch (9.S mm) or r/, inch (12.7 mm) in thickness shall bave studs spaced not Inoue than 4 feet (12191m in) o.c., provided a 2-inch by 44nch (51 mm by 102 loans) sta&ner is placed horizontally at 5&t midheight where the stud spacing exceeds 2 bet (610 mm) o.c. 6. Wood struchral use panels 5/a inch (15.9 rm) or thicker shall not span over 8 feet (2438 mm). 3306.7 Covered walkways, Covered walkways shall have a fninjMuou clear height of 8 feet (2438 mm) as measured from the floor swrface to the canopy ov%head. Adegbeto lighting 'shall be provided at all times. Covered walkways shall be de- sigwA to support all imposed loads_ In no case &hall the design live load be less than 150 psf (7.2 kNIW) for the entire struc- tu re- Exatptiioll. Roofs and supporting struc" of covered walkways for new, light -frame construction not exceeding two stories in height ere permitted to be dedped for a live load of 75 psf (3.6kmm or the loads imposed on them, whichever is greater. In lieu of such designs, the roof and supporting structure of a covered walkway are permitted to be constructed as follows: I. Footings shall be continuous 2-inch by 6-inch (51 tnm by 152 mm) members. 2. Posts not leas Than 4 inches by 6 inches (102 mm by 152 mm) shall be provided on both sides of the hoof and spaced not more than 12 feet (3658 mm) o.c- 3. Stringers sot less than 4 inches by 12 inches (102 arm by 305 min) shall be placed on edge upon the posts. 4. Joists mting on the atringera shall be ac least 2 inches by 8 inches (51 mm by 203 mm) and shall be spaced not more than 2 feet (610 nine.) o.c- 5. The deck shall be planka at least 2 inches (51 mm) thick or wood structural panels with an exterior expo- sure durability classification at least u/ga inch (19.3 mm) thick nailed to the joists. 6. Each post shall be knee braced to joists and stringers by 2-inch by 4-inch (51 mm by 102 mrm) mtinimuw members 4 feet (1219 rum) long. 7. A 2-inch by flinch (51 nun. by 102 tmm) mAainium curb shall be sat on edge along the outside edge of the deck. 3306.8 Repair, wafaitenanee and remodel. Fedestrim protec- tion required by this chapter shall be wed in place and 2M INTERNATIONAL BUILDING COD6M 01/04/2007 14:34 FAX f6 005/005 kept in good order for the entire length of time pedcsttians may be endangered. The owner or the owner's agent, upon the com- pletion of the coanruction activity, shall Jvmod iaWy remove walkways, debris and other obstructions and leave such public property in as good a condition as it was before such work was wmmcnccd. 3306.9 Adjacent to excavations. Every excavation on a site lo- cated 5 feet (1524 rnm) or lees from the street lot line shall be enclosed with a barrier not less than 6 feet (1829 mm) nigh. Where located more than 5 feet (1524 mm) from the street lot line, a barrier shall be erected when required by the building of- ficial. Barriers shall be. of adequate strength to rosist wind pres- sure as specified in Chapter 16, SECTION 3307 PROTECTION OF ADJOININQ PROPERTY 33 J Protection required. Adjoining public and private property shall be protected bmm darmage during construction, remodeling and demolition work. Protection must be provided for footings, foundations, party walls, chimneys, skyhgbU and roofs. provisions shall be made to control water runoff and ero- sion during construction or demolition activities. The person malting or causing an excavation to be made shall provide writ- ten notice to the owners of adjoining buildings advising them that the excavation is to be made aaaad that the adjoining build, ings should be protected. Said notification shall be delivered not less than 10 days prior to the scheduled starting date of the excavation. SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY 3306.1 Storsee and baandllrtg of axo6 rials. The temporary use of streets or public property for the storage or handling of materials or of equipment required for construction or demoli- tion, uW the protection provided to the public shall comply with the provisions of the authority having jurisdiction and this chapter. 3308.1.1 Obshmcdou& Construction materials and equip- ment shall not be placed or stored so as td obstruct access to fire hydrants, standpipes, rote or police alarm boxes, catch basins or manholes, nor shall such material or equipment be located within 20 feet (6096 tom) of a street i ntenection, or placed so as to obstruct normal observatlons of traffic sig- nals or to hinder the use of public transit loading platforms, 3308.2 Utility 8atarm. Building materials, fences, sheds or any obatiuet ion of any kind shall not be placed so as to obstruct free approach to any fire hydrant, fire department connection, utility pole, manhole, lire alarm box or catch basin, or so as to interfere with the passage of water in the gutter. Protection against damage shall be provided to such utility fixtures during the progress of the work, but sight of them shall not be ob- structed. 2005 INTERNATIONAL PURDING 001)" SAFEGUARDS PURINO CONSTRUCTION SECTION 3309 FIRE EXTINGUISHERS M 3309.1 Whem regulated. All structures under eonsttuetion, alteration or demolition shall be provided with not less than one approved portable fire extinguisher in accordance with Section 906 and sized for not less tbao ordinary hazarti as follows: 1. At each stairway on all floor levels where combustible materials have accumulated. 2 In every storage and construction shed. 3. AdditionAl portable fire extinguishers shall be provided where special hazards exist, such as the storage and use of flammable and combustible liquids. 3309.2 lore bazardS. The provisions of this code and the Inter- nadonal Fire Code shall be strictly observed w safeguard against all fire hazards attendant upon construction operations. SECTION 3310 EXITS 3310.1 Stairways required. Where a building has been con- structed to a height greater than 50 feet (15 240 mm) or four sto- Ties, or where an existing building exceeding 50 feet (15 240 mm) in height is *eyed, at least one temporary lighted stairway shall be provided unless ote or more of the permanent stair- ways are erected as the construction progresses. 3310.2 Maintenance of exits 1"uire d i nears of egress shall W maintained at all times during construction. demolition, re- modeling or alterations and additions to any building. Exception; Approved temporary means of egress Systems and facilities- [F] SECTION am I STANDPIPES 3311.1 When repaired. Buildings four stories or more in helght shall be provided with notless than one standpipe for use dwdng construction. Such standpipes shall be installed where the progress of oonstruetion is not more than 40 feet (12 192 mm) in height above the lowest level of fire department access. Such standpipe shall be provided with fire department hose connections at accessible locations adjacent to usable stairs. Such standpipes shall be extended as construction progresses to within one floor of the highest point of construction having secured decking of flooring. 3311-2 BmildhW being demolished. Where a building is be- ing demolished and a standpipe exists within such a building, such standpipe shall be maintained in an operable condition so as to be available for use by the fire department, Such standpipe shall be demolished with the building but shall not be demol- ished more than one floor belovrthe floor being demolished. 3311.3 Detailed requirements, Standpipes shall be installed in accordance with the provisions of Cbapter 9. )Exc eption: Standpipes shall be either temporary or perma- nent in nature, and with or without a water supply, provided that such standpipes conform to the requirements of Section 905 as to capacity, outlets and materials. 60 B�iljamin McCarty - Kohl's building laps Page 1 From: Crissy Hartl To: Benjamin McCarty Date: 12/15/2006 2:16:25 PM Subject: Kohl's building plans Hey Ben - I had no comments... thanks! Crissy 22/2006 14:11 FAX 9792603564 MITCHELL and MORGAN 0 001/002 MITCHELL W MORGAN PLAN AND DESIGN SPECIALISTS IN CIVIL ENGINEERING Hydraidics • Hydrology • Utilities • Streets • Site Plana • Subdivisions FACSIMILE TRANSMITTAL SHEET TO: ` FROM: COWANr. DATE: i a I2� FASNUlBEX TOTAL NO. OF FAGF.S—WaAM1rNG COVER L1- PHONE NUMBER: SMMEAS REFERENCE NUIGxffit RE vnim apinwrmem tarrvnaa. E] URGENT ❑ FOR REvmw O PLEASE COMMENT ❑ PLEASE REPLY ❑ PLBASE RECYCLE NOTES/WL4�'*fIS: Stl University Drive East. Suite 204 • College Station • Texas • 77840 979.260.69163 • 979.260.3564 fax • info@mltchellandmdrgan.com www.mitchallandmorgan.com r 'i 12/22/2006 14:11 FAX 9792603564 MITCHELL and MORGAN Q 002/002 EDDIE HARE -ACCESSIBILITY SPECIALIST TDLR/TAS Registered Accessibility Specialist #0008 5855 Foster Road * Bryan, Texas 77807 (979) 775-6850 office * (979) 775-6820 fax * (979) 228-1776 * (877) 381-9685 toll free December 20, 2006 Veronica Morgan. .Mitchell & Morgan, LLP 511 University Drive East, Ste. 204 College Station, Texas 77840 EABPRJA7805375 Re: Culpepper Plaza Redevelopment * 1701 Texas Avenue South * College Station, Texas 77840 REVISION- APPROVED Dear Veronica: The referenced material has been reviewed and it is the opinion of this office that the facilities have been designed to be in compliance with the Texas Architectural Barriers Act, Article 9102, Texas Civil Statutes. The facility may be eligible for Inspection approval if constructed in accordance with the Texas Accessibility Standards. The building or facility owner must request an inspection from the Department or a Registered Accessibility Specialist (RAS) no later. than' 30 days after the completion of construction. If the completion date provided on the Architectural. Barriers Project Registration Form is no longer correct, notify this office (in writing) of the revised completion date, as soon as possible. The results of this report do not address the Americans with Disabilities Act (ADA, P.L. 101-336) or any other federal, state, or local requirement. For information on the ADA Hotline, (800) 949-4232, or the United States Department Of Justice at (202) 514-0301. If you have any questions, contact me at the above referenced address or phone numbers. Please reference the EABPRJ number in all future correspondence pertaining to this project. Sincerely, z(g-- Eddie Har Accessibility Specialist ICB041131801-21 RAS# 0008 Cc: Osborn & Vane Architects THE REVIEW OFDOCUMENTSAS CONTRACT DOCUMENTS AND FIELD INSPECTIONS, BY THIS REGISTERED ACCESSSIBLI7YSPECIALIS7: EDDIE HARE, FOR THE TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR), AVSTIN, TEXAS, IS BASED ONBEST EFFORTS ENDEAVOR FOLLOWING INSTRUCTION AND CERTIFICATIONBYBOTH TDLR AND ICBO. PLAN REVIEW AND INSPECTION IN NO WAY WARRANTS COMPLETE COMPLIANCE TO THE TEXAS ACCESSIBLITYSTANDARDIS THIS BUSINESS, THE PROFESSIONAL, HIS EMPLOYEES, AND CLIENT FOR WHOM THE REVIEW OR INSPECTION IS MADE AGREES TO HOLD HARMLESS AND.INDEA&IFY THE REGISTERED ACCESSMILTY SPECIALIST, EDDIE HARE, AND THE`TDLR FROMAND AGAINST ANY LIABILITYARISMG FROM THE PERFORMANCE OF THE WORK BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE i I COLLEGE STATION:, TX 77840 J PHONE: (979) 764-3570'I FAX: (979) 764-3496 -------------------------------------- -------------------------------------- Application Number . . . . . 06-00003597 Date 1/12/07 Property Address . . . . . . 1701 TEXAS AVE S Property ID: 213500-0002-0050 R #: R25421 Tenant nbr, name . . . . . . CULPEPPER PLAZA Application type description COMMERCIAL, REMODEL/RENOVATION Subdivision Name . . . . . . CULPEPPER PLAZA Property Use . . . . . . . . BUSINESS Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 1200000 Owner Contractor ------------------------ ------------------------ CFP I L.P. AXIOM CONSTRUCTION CO, INC 3901 BELLAIRE BLVD 18205 CHISHOLM TRAIL, STE A HOUSTON TX 770251119 HOUSTON TX 77060 (281) 443-6327 --- Structure Information 000 000 RETAIL CENTER EXTERIOR REMODEL Construction Type . . . . . NON-COMBUSTIBLE Occupancy Type . . . . . . MERCANTILE Other struct info . . . . . IMPACT/PRORATA FEES PAID NA HEATED AREA 1.00 INTERIOR WALL TYPE SHEETROCK TAZ 279.00 ------------------------------------------------------------- --------------- Permit . . . . BUILDING PERMIT Additional desc . . BK I Permit Fee 3060.00 Plan Check Fee .00 Issue Date . . . . 1/12/07 Valuation . . . . 1200000 Expiration Date 7/11/07 Qty Unit Charge Per Extension BASE FEE 1660.00 700.00 2.0000 THOU BLDG, VAL 500001 & UP 1400.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT 5" NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS THE TEXAS DEPARTMENT OF HEALTH REQUIRES AN ASBESTOS SURVEY IN CERTAIN CIRCUMSTANCES - CALL TDH @ (254) 778-6744 FOR MORE INFORMATION Permit Number provided by the COCS shall be conspicuously posted in the lower right hand corner of the banner. Shall be mounted parallel to the face of a building or permanent structure. i Shall advertise only the name of, uses of, or goods or I --------------------------------- --------------------- 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 ,. f- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------- Page 2 Application Number 06-00003597 Date 1/12/07 ---------------------------------------------------------------------------- Special Notes and Comments services available within the building or tenant lease space to which the banner is attached. Shall not be located within public road ROW (State or Local) . Shall not obstruct any window, door, stairway, or other opening inteded for ingress or for needed ventilation or light. Shall not exceed the top of the structure to which it is attached. Shall advertise only the name of, uses of, or goods or services available within the building, or tenant lease space, to which the banner is attached. Shall be mounted parallel to the face of the building. Shall not be cantilevered away from the structure. j Shall not extend more than one foot from any exterior - building face, mansard, awning, or canopy. Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light. Shall not be attached to any tree, fence, or public utility pole. 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 Underground 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 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 i Application Number 06-00003597------ ------Date---1/12/07 - --I------------- ------- --- -- -- -- -- ----------- ------- Special Notes and Comments Code & LOCAL AMENDMENTS ELEVATION CERTIFICATE REQUIRED - PROVIDE ELEVATION CERTIFICATE PRIOR TO SLAB INSPECTION AND A SECOND CERTIFICATE PRIOR TO FINAL INSPECTION/C.O. Assure Proper GFI Locations, Including One Within 25' Of:. Outside A/C Unit PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance All roof and ground -mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, j 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. •I! (see site plan for location of conduit or contact electrical division) CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE i POST PERMIT CARD ON JOB SITE PROJECTIONS (OVERHANGS) BEYOND THE EXTERIOR WALL SHALL COMPLY WITH ORDINANCE NO. 2713 AND CHAPTER 12 AMENDMENTS TO THE U.D.O. AND EXHIBITS "A", "B", AND "C". RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE --------------------------------- -- ------ --,----------- BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE I COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ------------------------------------- ------------------------------------ -,. r Application Number . . . . . 06-00003597 Page 4 Date 1/12/07 Special Notes and Comments PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. AS PER THE ZONING ORDINANCE SECTION 12.3.L; ATTACHED SIGNS SHALL NOT EXTEND MORE THAN ONE FOOT AWAY FROM EXTERIOR BUILDING FACE REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO THE STATE FOR ACCESSIBILITY REVIEW - CONTACT TDLR @ (512) 463-3211 FOR MORE INFORMATION ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK PROVIDE PROTECTION BARRIERS AND WALKWAY ENCLOSED PROTECTION THAT COMPLIES WITH SECTION 3306, PROTECTION OF PEDESTRIANS, OF THE 2003 IBC. INSTALLATION OF THIS PROTECTION MUST BE PRIOR TO CONSTRUCTION OR REMODEL FOR AREAS AND WALKWAYS THAT THE PUBLIC WILL USE DURING CONSTRUCTION. CALL IN, 979-764-3570, FOR AN INSPECTION OF THE PROTECTION OF PEDESTRIANS BEFORE STARTING REMODEL. PROVIDE SPECIAL INSPECTION (THIRD PARTY)INSPECTIONS AND REPORTS DURING INSTALLATION OF REQUIRED STRUCTURAL CONNECTIONS. PROVIDE REQUIRED FINAL SPECIAL INSPECTION REPORT PRIOR TO CERTIFICATE OF COMPLETION. PROVIDE EXTERIOR "EXIT DISCHARGE" EMERGENCY LIGHTING NEAR ALL TENANT EXIT DOORS TO COMPLY WITH SECTION 1006.3 #5 OF THE 2003 IBC. ---'------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- j Permit Fee Total 3060.00 3060.00 .00 .00 i Plan Check Total .00 .00 .00 .00 Grand Total 3060.00 3060.00 .00 .00 ----------------------- - - - - ------------�------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: For a Use only APPLICATION FOR BUILDING PERMIT DATE: CC G CITY OF COLLEGE STATION APPLICATION # ' I101 TEXAS AVENUE COLLEGE STATION, TX 77840 TEMP POLE # C11 Y Q Coy ci cE SrnnoN; (979) 764-3570 (979) 764=3496 FAX °k7aaiiRR d Aesc�npwriiS�nnrst'. CSTX.GOV ADDRESS/LOCATION:tZ 5'f0XAd5 AYa- 6OL,3-4�E 151TJKI6N Tx LOT BLOCK SUBDIVISION SEC/PH NEw Pvu BUSINESS/OWNER NAME: GPI 14F-W l.�N Tt:XhS ASSPTS PHONE: '1 �3 l�GO 43ao CONTRACTOR/HOMEOWNER: rifb'� �LEGT�t7 PHONE: CONTRACTOR ADDRESS: i ELECTRICIAN: NoT JAI -e Pr sp 'PLUMBER: Wr '5gjj SC!%p HVAC: ' IJG"i leVEC792 GOOD CENTS (Residential only): © CLASS OF WORK DS TO ACCESSORY/STORAGE LOCATION NEX ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION ' TER DUPLEX (Landscape Plans REMODEURENOVATION* Required) J9 DESCRIPTION OF WORK: 64IY609Y PACA a, cbLu iq 6LAPPIA16 , �X?�IGIdQ. Mum AND Tr,6K9�NT rIA041-M-5 9j&jCiri�.�.trlA(6 . No d�� �ItpSMir S STRUCTURE USE: 144offfN(g CfflN'tt%v-" 499Mh9-Y der -II P0tNcY-MaF,44N't1LA� HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE PR VAL: V. i TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ A 7 O 060,0 D VALUATION: $ IWO 000.00 TOTAL AREA: A- HEATED AREA: RoON (Cb t of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: �• ! . SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: N .A SEWER TAP: INTERIOR WALL TYPE: N. A . WATER TAP: SIZE .A . EXTERIOR WALL TYPE: -9,rwp EKG "1114C wAtt- 1111I1±iftS OTHER TAP: SIZE N-4* FOUNDATION TYPE: ,/�,, loa- SIZE �I/io M�^ ! •��V f� I'IG.F� /l+��p TEMP POLE ROOF TYPE:I �IIV6 GARAGE TYPE: SINGLE E-1 DOUBLE F--� TRIPLE N' ATTACHED E&DETACHJA F--j CARPORT SIGNATURE OF APPLICANT: *If proposed work involves new commercial constructio or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only C mments: ���ow G�N ES or NO 10001- Plans Examiner Zoning Official A17- kc-15 *5 Su , Ve'x r' t-1 Frle 41-- 06- 3!�-�a, P.O. B6X 130868 713 779.7363 DATE RIVEROAM Houston, Texas 77219-0868 CONSIGNEE COURIERS sH&BORN & VANE ARCHITECHS 2000 BERINO OR #410 ❑ C.O.D. $ HOUSTON, TX 77057 �. ❑ SAME DAY B HRS. REGULAR 4 HRS. BILL TO THIRD PARTY PJ BILLINGADDRESS� N Ntuf NG,((A o-P �✓T DIRECT 2.5 HRS. ❑ HOT SHOT 1.5HRS. r ,/ lea( �Ya/i>V�r,l.a< % I�FQ .77111 C t �' X O STAT ASAP ❑ ROUNDTRIP Mlle *7��° NO. PCS. 617Y-7% 570DESCRIPTION ❑ NIGHT &WEEKEND DECLARED VALUE S LOSS OR DAMAGE CLAIMS MAY NOT EXCEED $50 UNLESS A GREATER VALUE IS DECLARED. CLAIMS MUST BE MADE WITHIN 72 HOURS. NOT RESPONSIBLE FOR CONCEALED un- Thor DRIVER DAMAGE. DRIV M TIME PICKED UP TIME DEUVENED PLEASE PA1MT X • CONSIGNEE C� — • 3 0,w,,-p6Q AIRBILUBUSBIL60,5.0 10 JOB/CLIENT/PO/MATTER/40. JOB No. II Lke (AW-T AIRBUS CHARGES CUSd� R40. AIR/BUS CHARC WEIGHT EXCESS TIME OTHER CHAF DELIVERY CF WEIGHT CHI TOTAL