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CNEW2006-01181
0 OEM WFO830989 / 001 City�of College Station M D PAGE ]. REQ. DATE: 08/31/06 08/31/06 13:50:14 LOCATION: 3975 SH 6 S �a LOC ID: 200532 REQUESTOR: THE RUSKIN CORPORATION ORIGIN: CUSTOMER —WALK IN REQ. USER: GLSOUTH AUTH. USER: GLSOUTH WORK TYPE: ROUT SWR 6" WTR 211 IRR 1 1/2" TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 08/31/06 SCHED COMPLETION: 08/31/06 ******************************************************************************** JOB ORDER RESULT COM 4 TI'S City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F C O M P L E T I O N P E R M A N E N T Issue Date . . . . . . 6/18/07 Parcel Number Property Address . . . 3975 SH 6 S COLLEGE STATION TX 77845 Subdivision Name . . . Legal Description . . . Property Zoning . . . . GENERAL COMMERCIAL Owner . . . . . . . . . CEDAR CREEK CONDOS LTD Contractor . . . . . . THE RUSKIN CORPORATION 713 629-9800 Application number 06-00001181 000 000 Description of Work COMMERCIAL, OFFICES/BANKS/PROFESSION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . 9 Approved . . . . . . _..._ Building Of icial VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F C O M P L E T I O N T E M P O R A R Y Issue Date . . . . . . 4/25/07 Expiration Date . . . . 6/25/07 Parcel Number Property Address . . . 3975 SH 6 S COLLEGE STATION TX 77845 Subdivision Name . . . Legal Description . . . Property Zoning . . . . GENERAL COMMERCIAL Owner . . . . . . . . . CEDAR CREEK CONDOS LTD Contractor . . . . . . THE RUSKIN CORPORATION 713 629-9800 Application number 06-00001181 000 000 Description of Work COMMERCIAL, OFFICES/BANKS/PROFESSION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . 1.Establish ground cover in detention pond. 2.Silt fence around detention pond needs to be removed. 3.Area south of building not vegetated in accordance with Construction General Permit. 4. Silt has migrated into the entrance from Hwy 6 frontage road and grass is now growin in the street. S. The three storm water inlets behind the building do not drain due to silt material being over the inlets. Also the area around the inlets is not vegetated in accordance with Construction General Permit. Approved . . . . . . . C► `4 Building Cfficial VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F C O M P L E T I O N T E M P O R A R Y Issue Date . . . . . . 4/25/07 Expiration Date . . . . 5/25/07 Parcel Number Property Address . . . 3975 SH 6 S COLLEGE STATION TX 77845 Subdivision Name . . . Legal Description . . . Property Zoning . . . . GENERAL COMMERCIAL Owner . . . . . . . . . CEDAR CREEK CONDOS LTD Contractor . . . . . . THE RUSKIN CORPORATION 713 629-9800 Application number 06-00001181 000 000 Description of Work COMMERCIAL, OFFICES/BANKS/PROFESSION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . 1.Establish ground cover in detention pond. 2.Silt fence around detention pond needs to be removed. 3.Area south of building not vegetated in accordance with Construction General Permit. 4. Silt has migrated into the entrance from Hwy 6 frontage road and grass is now growin in the street. 5. The three storm water inlets behind the building do not drain due to silt material being over the inlets. Also the area around the inlets is not vegetated in accordance with Construction General Permit. Approved . . . . . . . t Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL a Ben amin McCarty -Plaza @ Rock Prairie Page 1 n From: Donnie Willis To: McCarty, Benjamin Date: 5/31/2007 1:23:16 PM Subject: Plaza @ Rock Prairie Continue to hold for CO. 1. Silt fence around detention pond needs to be removed. 2. Area south of building not vegetated in accordance with Construction General Permit. 3. Silt has migrated into the entrance from Hwy 6 Frontage Road and grass is now growing in the street. 4. The three storm water inlets behind the building do not drain due to silt material being over the inlets. Also the area around the inlets is not vegetated in accordance with Construction General Permit. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov City of College Station 1101 TEXAS AVENUE COLLEGE --STATION. TX 77840 C E R T I F I C A T E A O F C O M P L E T I O N T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner Contractor 4/25/07 5/25/07 3975 SH 6 S COLLEGE STATION TX 77845 UNKNOWN CEDAR CREEK CONDOS LTD THE RUSKIN CORPORATION 713 629-9800 Application number 06-00001181 000 000 Description of Work COMMERCIAL, OFFICES/BANKS/PROFESSION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . Establish ground cover in detention pond. Approved . . . . . . L� A " A. Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY0P ;..Az: �n IWLSTAT16N --1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: 5 111 1 0 -1 # of pages including cover: Q If you did noreceive a complete fax, please call our office immediately for a new transmittal. TO: COMPANY: RE: ?has go-%q'%C- FROM:-� �e t,5 �e-ve v FAX: -113-6-G3-6G33 COMPANY: City of College Station REMARKS: 11 Urgent For your reviewE] Reply ASAP 0 FYI Benjamin McCarty - Re- Fwd: Calling for C C @ 3975 SH 6. (Plazas at Rock Prairie) shell bldga Pa e 1 From: Pete Garcia To: Benjamin McCarty; COS Date: 5/31 /2007 1:53:53 PM Subject: Re: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg They are OK, we just received the backflow report. It was tested on May 29. 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. >>> Pete Garcia 05/11/07 1:14 PM >>> We still have not received the backflow report for the lawn irrigation. 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. (4/25/2007) Kim Wolfe Re Fwd.g for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Page 1 From: Pete Garcia To: COS Date: 4/20/2007 3:34 PM Subject: Re: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Attachments: Pete Garcia.vcf No, they are using the irrigation and we do not have a test report on the backlow. 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. >>> Kim Wolfe 04/20/07 10:42 AM >>> They are asking for a CC for the shell building for today. Does anyone have any issues? BP # 06-1181 4/25/2007) Kim Wolfe Re: Fwd: Calling for C.0 @ 3975 SH 6. Plazas at Rock Prairie) shell bldg Page 1 From: Wally Urrutia To: Kim Wolfe Date: 4/20/2007 12:16 PM Subject: Re: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg We are waiting for the dumpster enclosures to be remodified. Met on site with Thomas on Monday. For additional questions, please contact Rodney Harris at 764-3698. This message sent from my wireless Blackberry device -----Original Message ----- From: Kim Wolfe To: CO Group - Commercial <> Creation Date: 4/20 10:42 am Subject: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg They are asking for a CC for the shell building for today. Does anyone have any issues? BP # 06-1181 4/25/2OO) )Kim Wolfe - Re: Fwd: Calling for C.' . @ 3975 SH 6. Plazas at Rock Prairie) shell bldg Page 1 From: Donnie Willis To: Wolfe, Kim Date: 4/20/2007 10:51 AM Subject: Re: Fwd: Calling for C.0 OK for shell only. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Need grass in detention pond to grow, before a Full CO is issued. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 4/20/2007 at 10:42 am, in message <46289927.38F0.0012.0@cstx.gov>, Kim Wolfe wrote: They are asking for a CC for the shell building for today. Does anyone have any issues? BP # 06-1181 (4/25/2007) Kim Wolfe - Re: Fwd: Calling for C.C. @ 3975 SH 6 Plazas at Rock Prairie) shell bldg Pa e 1 From: Crissy Hard To: Kim Wolfe Date: 4/20/2007 10:43 AM Subject: Re: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg No issues for the shell from planning. >>> Kim Wolfe 4/20/2007 10:42 AM >>> They are asking for a CC for the shell building for today. Does anyone have any issues? BP # 06-1181 4/25/2007) Gina Southerland - Re: Calling for C.O. @ 3975 SH 6. Plazas at Rock Prairie) shell bldg Page 1 From: Steve Smith To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Carol Cotter; Chris Haver; Date: 4/11/2007 3:57 PM Subject: Re: Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg OK for Temp. Needs F.L. paint in a few places. Knox Box needs to be installed I talked to the contractor about all items. >>> Crissy Hard 04/10/07 3:54 PM >>> Ok for temporary... the following needs to be removed: Porta-potties behind the building Debris around site Scaffolding on site Job trailer behind building >>> Gina Southerland Monday, April 09, 2007 11:46 am >>> BP# 06-1181 Contact Person: Thomas Ling @ 832-618-2892 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov ( http://www.csb(.gov/] 4/10/2007) Gina Southerland - Re: Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie shell bldg _ Page 1 From: Donnie Willis To: Southerland, Gina Date: 4/9/2007 3:54 PM Subject: Re: Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg OK for TEMP CO. 1. Hydro -mulched areas need to grow. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 4/9/2007 at 11:46 am, in message<461A277D.6D9C.0039.0@csb(.gov>, Gina Southerland wrote: BP# 06-1181 Contact Person: Thomas Ling @ 832-618-2892 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.csb(.gov 4/10/2007) Gina Southerland - Re: Calling for C.O. @ 3975 SH 6. Plazas at Rock Prairie) shell bldg Page 1 From: Eaphrame Thomas To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Carol Cotter; Chris Haver;... Date: 4/9/2007 4:17 PM Subject: Re: Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg CC: Eaphrame Thomas No for CO need test report for Lawn Irrigation. Eaphrame A. Thomas Environmental Technician Water Services Department Environmental Services 979.764.3662 Have A Wonderful Bless Day:) >>> Gina Southerland Monday, April 09, 200711:46 am >>> BP# 06-1181 Contact Person: Thomas Ling @ 832-618-2892 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov (4/11/2007) Kim 1Nolfe - Re: Calling for C O @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Y _mr. Page 1 From: Steve Smith To: Alan Gibbs; Benjamin McCarty; Date: 4/11/2007 3:57 PM Subject: Re: Calling for C.O. @ 3975 SH 6 OK for Temp. Needs F.L. paint in a few places. Knox Box needs to be installed I talked to the contractor about all items. >>> Crissy Hard 04/10/07 3:54 PM >>> Ok for temporary... the following needs to be removed: Porta-potties behind the building Debris around site Scaffolding on site Job trailer behind building Bob Mosley; Carol Cotter; Chris Haver;... (Plazas at Rock Prairie) shell bldg >>> Gina Southerland Monday, April 09, 2007 11:46 am >>> BP# 06-1181 Contact Person: Thomas Ling @ 832-618-2892 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov ( http://www.cstx.gov/ ) 4/11/2007) Kim Wolfe - Re Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Page 1 From: Crissy Hard To: Alan Gibbs; Benjamin McCarty; Date: 4/10/2007 3:54 PM Subject: Re: Calling for C.O. @ 3975 SH 6 Ok for temporary... the following needs to be removed: Porta-pottles behind the building Debris around site Scaffolding on site Job trailer behind building Bob Mosley; Carol Cotter; Chris Haver;... (Plazas at Rock Prairie) shell bldg >>> Gina Southerland Monday, April 09, 2007 11:46 am >>> BP# 06-1181 Contact Person: Thomas Ling @ 832-618-2892 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.00v ( http://www.cstx.gov/ 1 (4/10/2007) Gina Southerland Fwd Re: Fw Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie shell bldg- Page 1 From: Wally Urrutia To: Gina Southerland Date: 4/9/2007 3:46 PM Subject: Fwd: Re: Fw: Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Attachments: Plaza @ Rock Prairie.JPG; Plaza @ Rock Prairie2.JPG; Plaza @ Rock Prairie3. JPG FYI.This is what we found at the locations so far. Need to specify what type and size of containers they will utilize. Thanks, Wally Wally Urrutia Sanitation Superintendent (979) 764-3841 Fax(979) 764-3822 >>> Rodney Harris 4/9/2007 3:15 pm >>> Wally, this location will only get 90-gal containers because of the enclosures. They can't be serviced by neither front nor side load. Each enclosure entrance is around 8 ft. wide. There are 5 suites in the plaza and depending upon what type of businesses are to be located there, 90-gals probably won't be big enough. Rodney Harris Sanitation Foreman Public Works Tel(979)764-3698 Fax(979)764-3489 email: rharris@cstx.gov >>> Wally Urrutia 4/9/2007 1:13 pm >>> FYI. This message sent from my wireless Blackberry device Date: 4/9/2007 Inspection Comments for Finals Permit Year: 6 Permit Number: 1181 Address: 3975 SH 6 S TYPe Inspection Type Code status Inspection Result Comments Description E135 ELEC, CEILING COVER UP IC December 29, 2006 2:27:43 PM bkorthauer. E155 ELEC, NEW SERVICE IC 03/16/2007 10:44 AM JGM PDA E155 ELEC, NEW SERVICE IC already done P125 PLBG, FINAL IC December 18, 2006 8:02:26 AM kwolfe. Page 1 TRANSMISSION VERIFICATION REPORT TIME 04/25/2007 17:00 NAME FAX TEL SER.# 0OOL5J59680O DATE,TIME 04/25 16:59 FAX NO./NAME 917136636633--37421# DURATION 00:00:31 PAGE(S) 02 RESULT OK MODE STANDARD ECM 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SKEET ]date: Ll U5)0 ## of pages including cover: if you did not receive a comp to fax, please call our office immediately for a new transmittal. To: M. FAX: 113 - 143-tfl&-33 COMFANY: RE: COM ANY: City of College_Stati.on CITY OF'COLLEGE. STATI,QN 'Planning er 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: q b5)0 # of pages including cover: of If you did not receive a compete fax, please call our office immediately for a new transmittal. To: _ M00C FAX: 113 - �6(a3-(¢fa33 COMPANY: RE: FROM: �r+ COMPANY: City of College Station REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ FYI 4/10/2007) Gina Southerland - Re: Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg _ Page 1 From: Gilbert Martinez To: Gina Southerland Date: 4/10/2007 7:42 AM Subject: Re: Calling for C.O. No issues from CSU-Electrical. Thanks. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg >>> Gina Southerland 4/9/2007 11:46 AM >>> BP# 06-1181 Contact Person: Thomas Ling @ 832-618-2892 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.aov ( /10%2007) Gina Southerland - Re: Calling for C.O. @ 3975 SH 6. Plazas at Rock Prairie) shell bldg Page 1 r From: Jerry Jones To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Carol Cotter; Chris Haver; Date: 4/10/2007 4:02 PM Subject: Re: Calling for C.O. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Still haven't made it out there yet for PW engineering .. will try Wednesday . >>> Crissy Hard 04/10/07 3:54 PM >>> Ok for temporary... the following needs to be removed: Porta-potties behind the building Debris around site Scaffolding on site Job trailer behind building >>> Gina Southerland Monday, April 09, 2007 11:46 am >>> BP# 06-1181 Contact Person: Thomas Ling @ 832-618-2892 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov ( http://www.csb(.aov/ ) Page, 1 of 1 James Garland From: "Justin Harvey" <Justin.Harvey@hendersonengineers.com> To: "George Tracy" <GTracy@hermesarchitects.com>; <ctblynx5185@sbcglobal.net> Sent: Tuesday, January 30, 2007 12:02 PM Attach: Plazas at Rock Prairie Rev 1.pdf Subject: RE: The Plazas at Rock Prairie, College Station, TX Charlie/George, Please find the drawings that you requested attached to this email. I hope that this format is suitable for the City of College Station. Please let me know if you need any further changes, or have any questions that I can answer. Thanks gentlemen, Justin M. Harvey Electrical Designer, LEED AP Henderson Engineers, Inc. 10370 Richmond Avenue, Suite 370 Houston, TX 770421 P:713-783-7707 F:713-783-7797 Email: Justin.Harvey@hendersonengineers.com This email and an)- files transmitted with it are confidential and are intended solely for the use of the individual or entit} to whoni they are addressed, phis communication represents the originators personal views and opinions, which do not necessarily reflect those of l-lenderson Engineers.. Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that ou have received this email in error, and that am- use. dissemination, forwarding, printing, or copping of this email is strictly prohibited. If you received this email in error, please inunediately notifN adnii nistrator,t;liendersonen gineers.coin. 1/30/2007 »TIIM»O�THY J ROB .off ~95461 � h S ARC HMOT'S FAVIMN TM PLAZAS AT ROM PRAME � 1-30-0 M WAY a AT ROCK PRAM ROAD WAIM NO SCAIX OCLAAM sTATM I MR I M. TO DWG. B1-1 SCALE: f N TIMOTHY J. F . k 95461 WRMES ARCHMcrs oN gp AZAS 7M PLAT ROCK PRAM am i-M-or NOWAY WAY 0 AT ROCK PPAM ROAD WAM NO 9= 00IB E WATM TEXAS mm. TO DwG. w-i .2 L1 2 I TRANSFORMER 'T1' LOCATE INSIDE. CEILING MOUNTED. 3)J8. (1 IOG IN /41C (4)/3. (1 }CSC (4) A3. (1 }(8G 1N IN i -1 /4 1-1/4'C (1 8G i IN 3 4"C i i i --j--, 100/3 i00 N 3R dSCON ECTSW TCH T PNOD PNLL D i 1. ' o NEMA 3R NEMOL 311 FCA- 13.620A FCAm 17.665A �NEMA T 3R AND;4) it1. (1) 8G IN TICt7Mt SWITCH 1-1/2'C ENCLOSURES) • Ti PARTIAL RISER DIAGRAM T�MO�J•R NO SCALE 10A.4.7p.95461 hERNES ARCHITECTS REVISION - SD THE PLAZAS AT ROCK PRAiiE � 1-30-V NOWAY A AT Roar pmm PAW DO= NO SCALE cous E SrATI01r1 I=" REV. TO DWG M — 1 31 007) Kim Wolfe - Re: Fwd: CallingforC.C. @ 3975 SH 6.(Plazas at Rock Prairie) she(I bldg Page 1 From: Wally Urrutia To: Kim Wolfe Date: 4/20/2007 12:16 PM Subject: Re: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg We are waiting for the dumpster enclosures to be remodified. Met on site with Thomas on Monday. For additional questions, please contact Rodney Harris at 764-3698. This message sent from my wireless Blackberry device -----Original Message ----- From: Kim Wolfe To: CO Group - Commercial <> Creation Date: 4/20 10:42 am Subject: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg They are asking for a CC for the shell building for today. Does anyone have any issues? BP # 06-1181 4%20/2007) Kim Wolfe - Re: Fwd-. Calling for C.C. @ 3975 SH 6. Plazas at Rock Prairie) shell bidg Page 1 From: Donnie Willis To: Wolfe, Kim Date: 4/20/2007 10:51 AM Subject: Re: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg OK for shell only. Need grass in detention pond to grow, before a Full CO is issued. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 4/20/2007 at 10:42 am, in message<46289927.38F0.0012.0@cstx.gov>, Kim Wolfe wrote: They are asking for a CC for the shell building for today. Does anyone have any issues? BP # 06-1181 (4/20/2007) Kim Wolfe - Re: Fwd: Calling for C.C. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg Page 1 u, From: Crissy Hard To: Kim Wolfe Date: 4/20/2007 10:43 AM Subject: Re: Fwd: Calling for C.0 No issues for the shell from planning. @ 3975 SH 6. (Plazas at Rock Prairie) shell bldg >>> Kim Wolfe 4/20/2007 10:42 AM >>> They are asking for a CC for the shell building for today. Does anyone have any issues? BP # 06-1181 i.< -J PLAN REVIEW ' ( 2000 International Codes PROJECT /_la,2a i / t %&cll /Jtrr'r:G PLAN REVIEW NO. 96 JURISDICTION G 04 65, DATE y/2 //O6 BUILDING DESCRIPTION FIRE DISTRICT G YES NO OCCUPANCY GROUP P ej-Gale- CONSTRUCTION TYPE: 2-"13 Documentation Submitted Sealed State by and Registered Design Registration Number Professional Site Plan Date Specifications Date Soils Report Sheets Date Sheets thru Sheets thru Structural Calculations Sheets Building Design Plans Sheets Ufe Safety Plans Sheets thru Date Building Design Plans (Structural) Pages thru Date Structural Calculations Pages thru Date Mechanical Plans Pages thru Date Plumbing Plans Pages thru Date Fuel Gas Plans Pages thru Date Electrical Plans Pages thru Fire Protection System Drawings Date Fire Protection System Calculations Date Energy Conservation Calculations Sheets thru Sheets thru Sheets thru 2000 Plan Review Forms Page 1 of 60 O X W x m M co PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 ALLOWABLE AREA Occupancy groups if mixed occupancy (separated and nonseparated) Main use Minimum Construction type 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 o Occupancy" + 5 1 J panty" A" Allowable Area of Occupancy" B" Story No. Description and Use (A) Building Area Per Story On Plans (B) Table 503 5 Area (C) Area for Open Space Increase' 1§1 x y 100 (D) Area for Sprinkler increase 2 LBj Al. 100 (E) Allowable Area (B) + (C) = (D) or Unlimited 3 (F) Maximum Building Area 4 pen space area increases from Seobon 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 If = 100 (F/P - .25) x W/30 2The sprinkler increase per Section 506.3 is as follows: a. multistory building I, = 200 percent b. single story building I, = 300 percent 3Unlimited area applicable under conditions of sections Group B, F, M, S, A4 (507.1. 507.2, 507.3, 507.5); Group E (507.7); Group A motion picture (507.8); Malls (402.6); and H-2 aircraft paint hangers (507.6). 'Maximum Building Area (F) = total number of stories in the building x E but not greater than 3 x E. 5The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towers must comply with 412.1.2. X A x m w 2000 Plan Review Forms Page 2 of 60 N. ( PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 (continued) ALLOWABLE HEIGHT ALLOWABLE (Table 503) INCREASE FOR SPRINKLERS' SHOWN ON PLANS O.K., COMMENT Type of Construction Type i/ - A Type (/ /S ©/C Building Height in Feet'- 2• 4. A 10• 12 Feet E- Feet = H + 20' __ Feet 2� Building Height in Stories'•'• °. e, 7, e, e.10.11. 12.1a Stories I Stories + 1 = Stories 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) OMe—anine Exception (Section 505.1) °Basements Exception (Section 503.1.1) 'Penthouse story exception (Section 1509.2) 'For 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) °Hazardous 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) 72Residential R-2 height increase (Section 508.6, 508.7) "Group S-2 enclosed parking garages (Section 508.2) and parking garages (Section 406.3.5, 406.4.1) PLAN CHECK NOTES AND COMPUTATIONS: 2000 Plan Review Forms Page 3 of 60 PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET CONSTRUCTION TYPE: I / ts FIRE PROTECTION REQUIREMENTS TABLE 601 Fire -Resistance Rating Requirements for Building Elements (hours) BUILDING ELEMENT RATING RATING O.K., REQUIRED d PROVIDED COMMENT or N/A Structural frame 8 Including columns, girders, trusses Cr X Bearing walls Exterior r Interior b Nonbearing walls and partitions Exterior See Table 602 Interior ° See Section 602 Floor construction Including supporting beams and joists Roof construction ° Including supporting beams and joists U. r ne saukaurai name snap ce consraerea to De the ooiumns ana the girders, Deams, 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 nonbearng 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'.d WALL RATING PROVIDED O.K., COMMENT or N/A < 5c .5 < 10 (%! • 10 < 30 og • 30 r_oau-oeanng extenor waus snan also comply wim the Tire -resistance rating requirements of Table 601. 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. See Section 503.2 for party walls. 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 (1) O.K., COMMENT or NIA Allowable' (au) Actual (Au) Allowable' (a) Actual (A) 0 to 36,h Not Permitted ° Not Permitted Greater than 3 to 5 b, f Not Permitted b. u 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 ° r 45%9 No Limit Greater than 25 to 30 c,' 70%9 No Limit Greater than 30 No Umit No omit 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. 51.0 (Equation 7-2) a ar 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. E A N 2 m N 2000 Plan Review Forms Page 5 of 60 PLAN REVIEW REPORT 2000 International Codes PROJECT PLAN REVIEW NO PLAN REVIEW WORKSHEET FIRE PROTECTION REQUIREMENTS TABLE 714.2 OPENING PROTECTIVE FIRE -PROTECTION RATINGS REQUIRED MINIMUM TYPE OF ASSEMBLY ASSEMBLY RATING ASSEMBLY RATING OPENING PROTECTION OPENING RATING O.K., COMMENT or (hours) PROVIDED ASSEMBLY PROVIDED N/A (hours) Fire walls and fire barriers having a 4 3 required fire -resistance rating greater than 1 hour 3 3° 2 1 1/2 1 1/2 1 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 afire 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 1 CC 314 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 PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO PLAN REVIEW WORKSHEET EXIT REQUIREMENTS EXIT WIDTH USE GROUP OR SPACE DESCRIPTION (a) (b) (c) EXIT WIDTH (in)2,3,4,e,6 AREA' sq. R. 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 bl -oee i able iuval.c.c to determine whether neh or gross area is appiicaoie. See definition 'Area, Gross" and 'Area, Net" (Section 1002) 2 Minimum stairway width (Section 1003.3.3); minimum corridor width (Section 1004.3.2.2), minimum door width (Section 1003.3.1) 3 Minimum width of exit 4 passageway (Section 1005.3.3) 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 e eg percent of the total required (Section 1003.2.3). Assembly occupancies (Section 1008) NUMBER AND ARRANGEMENT OF EXITS FLOOR, ROOM OR SPACE DESCRIPTION MINIMUM2 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) ACTUAL TRAVEL DISTANCE SHOWN ON PLANS REQUIRED DISTANCE BETWEEN EXIT DOORS ACTUAL DISTANCE SHOWN ON PLANS h Corridor dead ends (Section 1004.3.2.3). 2 Single exits (Table 1005.2.2). 3 Common path of travel (Section 1004.2.5). 2000 Plan Review Forms Page 7 of 60 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 503 Building Height & Area �Q 104.11 Alternate Materials & Altemate Methods of Construction (�- 106 Construction Documents Q 106.2 Site Plan Ch. 34 Existing Building A/A 3406.1 Historic Building App. D FIRE DISTRICT REQUIREMENTS �/ 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 AIIA 404.2 Uses of Atrium Floor 404.3 Automatic Sprinklers 404.4 Smoke Control (See 909) 404.5 Enclosures 404.6 Smoke Detectors (See 907.2.13) 404.7 Standby Power 907.1.13 Smoke Detection 909 Test of Smoke Control Systems 404.8 Interior Finish CODE SECTION ITEM O.K., COMMENT OR NIA 404.9 Maximum Travel Distance atc 405 Underground Buildings AIM 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 1101c 602 & 603 Partition Required by Type of Construction • 602.1.1 Mixed Types of Construction 704 Exterior Walls p e 705 Fire Walls 710 Horizontal Assemblies u 712 Joints in Fire Resistant Systems CY4 713.6 & 710.3.2 Exceptions to Fire Resistance /� 4 / '1/ 706, 708, & 709 Fire Barriers, Fire Partitions, and Smoke Barriers t/ �K 706.3, 708.3 Fire Resistance - Fire Barriers and Fire Partitions 708.1 Fire Partitions - Dwelling Unit and Corridor Wall ,`/ r M 704.9 Openings above another 2000 Plan Review Forms Page 8 of 60 G) m z m F m A C 70 Z m N. PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR N/A T714.2 Opening Protection for Interior Walls 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 Q K 711 Penetrations 716.5(4) Utilities in Fire Rated Assemblies in Type I & II 603 Combustible Materials in Type I and Type II Construction /� VIA 803.4 Interior Finish Requirements old" 803.5 Carpet on Walls & Ceilings A/ 803.6 Expanded Vinyl Wall Coverings 804.4 Floor Finish Type I or II Construction Q 903.3.1 Sprinkler Systems NIA 903.3.5 Water Supplies for Sprinkler Systems 907 Fire Alarm & Detection Systems 1003.2.3.1 Maximum Door Encroachment • 1003.2.4 Minimum Ceiling Height in Means of Egress C 1003.2.5.1 Objects Protruding from Ceiling Q 1003.2.7 Elevation of Less than 12 inches Ramped in Means of Egress 1003.2.8 Means of Egress - Continuous and Width not Reduced B 1003.3.1.5 Landings at Doors ID 1003.3.3.6 Maximum Distance Between Landings CODE SECTION ITEM O.K., COMMENT OR N/A 1004.2.3 Egress Through Intervening Spaces 1004.3.2.4 Exit Access Corridor Not Used as Plenum 1005.1 Exits Not Used for Other Purposes 1005.2.3 Exits Continuous to Exit Discharge 1005.3.4.1 Opening Limited to the Purposes of Exiting / / w AV %'N 1006.1 Exit Discharge Outside at Grade O K' 1301 Documentation That the Building Meets the IECC 1406.2.2, 1406.3 Architectural Trim, Balconies, Bay Windows 1507 Root Coverings 1504 Performance of Roof Coverings 1505 Roof Covering Classification 1503.4.1 Gutters & Leaders 1509.2.1 Penthouse & Roof Structures VIA 1509.2.1(5) Donner Windows 1509.3 Tanks 1509.4 Cooling Towers 1509.5 Miscellaneous Roof Structures 2306.3 Wood Diaphragms 2404 Wind, Snow, and Dead Loads on Glass b 2405 Sloped Glazing & Skylights n/ 2406.1 Safety Glazing 2406.2 Hazardous Locations 2606 Light Transmitting Plastics 2607 Light Transmitting Plastics - Wall Panel 2608 Light Transmitting Plastics - Glazing 2000 Plan Review Forms Page 9 of 60 Q m z m F m m D c M 3 m y PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR WA 2609 Light Transmitting Plastics - Roof Panels )VIA 2610 Light Transmitting Plastics - Skylights 3105 Canopies on Exterior Walls 2603 Foam Plastic (See Also 805.3) i 718 Thermal- and Sound- Insulating Materials A /� Y 2111 Masonry Fireplaces 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 1405.11 Glass Veneer 1405.4 Wood Siding VIA 1405.14 Stucco 1405.13 Vinyl Siding 1202 Ventilation 1203 Heat Required 1204 Light 1205 Yard and Court Requirements 1206 Sound Transmission 1207 Minimum Room Sizes 1208 Attic and Crawl Space Access 2902 Plumbing Facilities VIA CHAP. 30 Elevator Requirements A/ 2406 Glazing t9 1507 Installation of Roof Coverings 01-► 5 4G� 2000 Plan Review Forms Page 10 of 60 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code ACCESSIBILITY FOR PEOPLE WITH PHYSICAL DISABILITIES CHAPTER 11, ANSI A117.1 CODE SECTION ITEM O.K., COMMENT OR NIA Chapter 11 - IBC 1101 Where Applicable 1103.2 General Exceptions to Accessibility 1104 Accessible Routes OK 1105 Accessible Entrances 1106 Parking and Passenger Loading Facilities Vl/ JA 1107 Special Occupancies 1108 Other Features and Facilities 1109 Signs (%K 1003.2.13 Accessible Means of Egress D �� 1003.2.13.1.1 Elevator required - 4 Stories 1003.2.13.2 Minimum enclosed stair width 48" 1003.2.13.3 Elevator standby power & access ! 1003.2.13.5 Areas of Refuge 1003.2.13.5.1 Size of area of refuge 1003.2.13.5.3 Two way communication 1003.2.13.5.5 Identification 1003.2.13.7 Exterior Area for Rescue Assistance 907.9 Alarm Systems 3408 Existing Buildings ANSI Al17.1 101 Accessible Sites and Facilities �. 302 Ground & Floor Surfaces 303 Changes in Level 304 Turning Spaces CODE SECTION ITEM O.K, COMMENT OR N/A 307 Protruding Objects b 309 Controls & Operating Mechanisms 402 Accessible Route 403 Walking Surfaces 404 Doors 405 Ramps 406 Curb Ramps 407 Elevators PZA 408 Wheel Chair and Platform Lifts 502 & 503 Parking & Passenger Loading Zones / L� 504 Stairs 505 Handrails ''�n/ © V, 506 Windows 602 Drinking Fountains & Water Coolers VA 603.3 Mirrors 604 Water Closets 604.8 Toilet Stalls 605 • Urinals 606 Lavatories and Sinks 607 Bathtubs 608 Shower Stalls 609 Handrails, & Grab Bars 610 Tub & Shower Seats 702 Alarms (Audible and Visual Required) 703 Signage 704 Telephones 2000 Plan Review Forms Page 11 of 60 0 m z m F X m p c M 3 m z a N 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 Counters 1001, 1002, Dwelling Units 1003 2000 Plan Review Forms Page 12 of 60 PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code DESIGN LOADS* CHAPTER 16 CODE SECTION ITEM O.K., COMMENT OR NIA 1603.1 Construction Documents 1604.2, 1604.3 Strength and Serviceability T1604.3 Deflection Limits 1605 Load Combinations 1606 DEAD LOADS 1606.1 Actual Weight of Material 1606.2 Weight of Fixed Service Equipment 1607 LIVE LOADS T1607.1, 1607.3 Uniform Floor Live Loads 1607.4 Concentrated Floor Live Loads 1607.5 Provision for Partitions 1607.7 Handrails and Guards 1607.8 Impact Loads 1607.9 Reductions of Uniform Live Load 1607.10 Distribution of floor Live Loads 1607.11 Roof Live Loads 1607.11.1 Distribution of Roof Live Loads 1607,11.2.3 Landscaped Roofs 1607.11.2.4 Awning and Canopies 1607.13 Interior Walls Lateral Loads 1608 SNOW LOADS 1608.2 Ground Snow Load p9 1608.3 Flat Roof Snow Load p, 1608.4 Sloped Roof Snow Load p, 1608.5 Partial Loading 1608.6 Unbalanced Snow Loads 1608.7 Drifts on Lower Roofs CODE SECTION ITEM O.K., COMMENT OR N/A 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 AF&PA 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 SD8 (Spectral Response Acceleration) 1615.1.3 Sp, (Spectral Response Acceleration) 2000PIan Review Forms Page 13 Of 60 4 c 0 c v G) z PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code 1616.2 Seismic Importance Factor and Use Group 1616.3 Detennination of Seismic Design Category 1615.1.1 Site Class Definitions T1617.16 Seismic -Force- Resisting Systems (1617.6) 1617.4, 1617.5 & 1618 Analysis Procedure 1610 Soils Pressure 1611 Rain Loads 1612 Flood Loads "Engineering Calculations are reviewed only for conformation to minimum design loads and allowable materials. 2000Pian Review Forms Page 14 of 60 PROJECT PLAN REVIEW NO STRUCTURAL DESIGN 2000 International Building Code DESIGN LOADS Load Location Required Shown Uniform Floor Uve 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 pif 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, & Mach. Supports, Hangers for Floors Interior Wail Lateral Loads 1607.13 5 psf psf Uniform Roof Live Load 1607.11 psf psf Snow Loads 1608 psf psf Ground Snow Load pq 1608.2, Figure 1608.2 po psf psf Load Location Required Shown Flat roof snow load p, 1608.3 p, psf psf Sloped roof snow load p. 1608.4 p, psf psf Exposure Factor C. 1608.3.1. Table 1608.3.1 C. Thermal Factor C, 1608.3.2. Table 1608.3.2 C, Snow Load Importance Factor 1. 1608.3.3. Table 1604.5 Soil Pressure 1610 Basement Wails & 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 1E 4E 1 4 �ssss 200013Ian Review Forms Page 16 of 60 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 rJ 2000Plan Review Forms Page 17 of 60 EPROJECT 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 = F.= F� SMS SM1= Design Spectral Response Acceleration Short Periods, Section 1615.1.3 SDS= Design Spectral Response Acceleration at 1-second Periods, Section 1615.1.3 Sp,= Seismic Use Group (Group I, 11, 111), 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 F. 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 N/A 1805 Footing Materials and Depth 1804 Bearing Capacity of Soil 1802.6 Soil Report and Recommendation 1805.3 Footings on or Adjacent to Slopes 1802.2.1 Questionable Soils 1802.2.3 Ground Water Table 1802.3.2, 1805.8 Expansive Soils 1804.3 Lateral Sliding Resistance 1805.4 Footing Design to Equalize Dead Load Soil Pressures 1805.4.2 Footings Light Frame Construction 1805.4.2.1 Concrete Footings F,- 2500 1805.5.1 Foundation Wall Thicknesses 1805.4.5 Timber Footings 1805.4.6 Wood Foundation System 1807 Pier and Pile Foundations G N/A 1807.2.1 Foundation Investigation 1807.2.9 Lateral Support 1807.2.4 Stability 1807.2.6 Spacing 1807.2.3 Pile Caps 1807.2.22 Special Inspection 1807.2.18 Use of Existing Piers or Piles 1807.2.8 Allowable Pier and Pile Loads 1807.2.8.2 Driving Formula Criteria 1807.2.8.3 Load Tests 1807.2.10 Use of Higher Allowable Stress 1807.2.9.3 Allowable Lateral Loads CODE SECTION ITEM O.K. COMMENT OR N/A 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 O C Z a Z a) EPROJECT 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 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 1 Seismic Provisions —A review of the plans for compliance with these code sections consists only of verifying that the material specifications or the design specifications used in the engineer's calculations are referenced In the plans or project specifications. 2000 Plan Review Forms Page 21 of 60 PROJECT PLAN REVIEW NO UTILITY AND MISCELLANEOUS OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 312 Occupancy Classification 302 Use and Occupancy Separation 406.1 Private Garages and Carports - Classification 406.1.2 Private Garages and Carports - Area Increase 406.1.3 Carport Openness Table 803.4 Interior Finish 1003.3.1.2 Door Swing 1103.2.5 Accessibility Required Table 1604.3 Deflection Limits 1607.11.2.1 Greenhouse Roof Live Load 1610.2 Retaining Wall -Lateral Sal Load 1622 Nonbuilding Structures Seismic Design Required 1802 Foundation and Soils Investigation 1805.3 Footings on or Adjacent to Slopes 1911 Minimum Slab Provisions 2107.2.2 Masonry Column for Light Structures 2304.11.7 Wood -Retaining Wall and Cribs 2405 Sloped Glazing and Skylights 2406.2(7) Glazing in Walls and Fences - Swimming Pools 2606.11 Light -Transmitting Plastic - Greenhouses 2607.4 Exception 3 Light -Transmitting Plastic Wall Panels - Greenhouses 2609.4 Light -Transmitting Plastic Roof Panels -Area Limitation 3102 Membrane Structures 3108 Radio and Television Towers CODE SECTION ITEM O.K., COMMENT OR N/A Appendix C - Agricultural Buildings C102.1/ Table C102.1 Allowable of Height and Area C102.2 One -Story (Unlimited Area) C102.3 Two -Story (Unlimited Area) C103 Mixed Uses C104 Exits Appendix D - Fire Districts D105 Exceptions to Restrictions in Fire District Appendix I - Patio Covers 1103 Exterior Openings 1104 Structural Provisions 2000 Plan Review Fors Page 52 of 60 f CITY OF COLLEGE STATION DEVELOPMENT SERVICES 110.1 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: _ 4Pr%i 2 y, ';L0&(' # of pages including cover: 2- If you did not receive a complete fax, please call our office immediately fora new transmittal. TO: —Mr. Oto -c 1S vc^vN e ✓ FAR: 71 3 - C1 � 3 - 2-S- / S COMPANY:_.. 14e✓p"es' Ard7l4ec�s RE: Klat Las At 9 oC K R 6a o/ — S FROM: I Q n Al G Gar COMPANY:_ City of College Station, Development Services REMARKS: ❑ Urgent For your review ❑ Replay ASAP FyI /I Wr•1er-C I / 0a» 9e •e TRANSMISSION VERIFICATION REPORT TIME 04/24/2006 21:32 NAME COCS DEVELOPMENT SER FAX 9797643496 TEL 9797643570 SER.# BROE2J341073 DATE DIME 04/24 21:32 FAX NO./NAME 917139532515--40681# DURATION 00:00:31 PAGE(S) 02 RESULT OK MODE STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue, South, FO Box 9960 College Station, Texas 77842 Phonc 979.764.3570 / Fax 979.764.5496 FACSIMILE COVER SKEET Date: z S op6 # of Pages including cover. 2. Ifyr�u did nvtlrc:eive c=P-Jete fax, please call Our ofi`ice im1H6diatelyfora,new transmigo TV: mr,- KArG /Se"C'HCr COMPANY:_. 14e eo" e;r Ael b,= �:I-MEW FAX: !�`9S3 ae. K r.* ,'r0•e sa 0,/ — 5 ke, FROM: MGM r City of College Station Page of \/ Building Inspection Department PLANS EXAMINATION REPORT Address: 1 1775' Date: !3/ 106 Project Name: a 2- ^ s 41r- k me tC 1�✓a •'ri' e Drawing Number Code Ref. Number Questions or Comments - o!C w� S�+' � yr � �orK.,�e oo r-•-t« `l �/Cr. _ Tati/c U 0 6 r / la Cc -:T i, lo�i Gty�a� �7 �crs./ Received by: Date: IM TRANSMISSION VERIFICATION REPORT TIME 06/15/2006 08:26 NAME FAX TEL SER.# 000L5J596800 DATE DIME 06/ 15 08: 25 FAX NO./NAME 917139532515-40681# DURATION 00:00:30 PAGE(S) 02 RESULT OK MODE STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SERVICES 110:1 Texas Avenue South, FO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET` Date: i-f- v►c IT 4,--a o G # of pages including cover: '2- IfYou did not receive I complete fax, Plm se call our of "0c iknme&9Wy for a new transmifW.. TO: Pot"/ ge'S-c.-s FAX: 7I 3 - 9 5-3 - ems-/s` COMPANY: T re r s 4,e_1, ,'-/ re� s RD Af g pal C FROM: Aeh A& efa e ��c 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: TU h e-l Q J-o o G # of pages including cover: Z Ifyou did not receive a complete fax, please call our office immediately for anew transmittal. TO: Ida - 1 %l r'we rs FAX:S— COMPANY: lL/e r.-" es RE: !' 1,4 2a i A f goc-/,( /�r�►.'r i FROM: 4e,-,2 Nl�- ,efa r COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent el For your review ❑ Replay ASAP [FYI TG,,'s ,'s ti co� c,4' 14,o,-,'I may, �o0 6 L67Yev f"O 04r. A4,*ec IF Oc ti �Lier s CITY OF COLLEGE STATION Planning er Development Services April 24, 2006 Re: Plazas At Rock Prairie Road- 3975 State Hwy 6 Dear, Mr. Marc Boucher 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. Provide one main disconnect per structure. 2. Submit a statement of special inspections prepared by the registered design professional, include a complete list of materials and work requiring special inspections and the approved agencies intended to conduct such inspections per section 1704 of the 2003 International Building Code. 3. Provide additional accessible parking spaces per table 1106.1 of the 2003 IBC. 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. Thank You 4—�- ;Vic Ben McCarty Commercial Plans Examiner FYI P.O. BOX 9960 • 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3570 of Y 1 www.cstx.gov Hermes l7:gS-A k July 14, 2006 a5—go trig City of College Station Planning and Development 1101 Texas Ave College Station, TX 77842 Attn: Crissy Harti, Staff Planner Ben Mc Carty — Commercial Plans Examiner. Reference: Plazas at Rock Prairie Review Comments HAI No. 4500800 Listed below is our response to City comments made for the abovementioned project on April 24, 2006 and May 5, 2006. Principals Charles R. Rellomy A1arc F. Roueher e11ark t'olpendesta Planning lJoM / We have indicated one main disconnect for the structure on E1-1. The Zoo 2-- Olt/ RM4I rbuilding is divided by a fire wall and this makes it act as two structures — so we show two main disconnects. PJAq &4 a Pe.-.+Adw �r�n t/y � ,7 0" -5erv,c es a 'f he /7.1r�. StrY,t,/ Ay Cacti . 2. Special inspections — shall be preformed according to the Project Manual y- Documents: Division 03301HA-3.09 Field Quality Control The testing of all poured in place concrete by a qualified independent testing and inspection agency. We provided an additional accessible parking space Sheet Al-1 — site plan. Eneineerine 1. Your item # 5 Show limits of standard and heavy duty paving. We have indicated on Al-1 the heavy duty paving by notes pointing to two types of hatched area — generally this is in all traffic lanes — standard paving will be in parking area and has no hatch. Alembers AIA 7915 Westglen Drive Houston, Texas 77063 713.785.3644 713.953.2515 (f) v%tivvv.hermesarch i tects.eom City of College Station Planning and Development July 14, 2006 Page 2 We believe this addresses the City's concerns. Should you have any questions please contact us. Cordially, Phillip Rivers KXMNO0\ConwpwdmceU.enmV-WS071406-Review Coewwrws.doc c: D. Gamett/Vista Will Ogilve/vista Hermes Architects 7915 Westglen Drive Houston, Texas 77063 Benjamin McCarty - Plazas of Rock Prairie- College Station, TX Response To Building Plans Resubmittal Page 1 From: Benjamin McCarty To: info@hermesarchitects.com Date: 7/20/2006 2:52:55 PM Subject: Plazas of Rock Prairie- College Station, TX Response To Building Plans Resubmittal Dear Mr. Mark Boucher and Mr. Phillip Rivers, I received your Building Plans Resubmittal and Response Letter to the initial plan review comments from the Building Division. My letter dated April 24, 2006 addressed three comments and the following it a response to your 2nd Submittal: 1.With the proposed structure being divided by a Fire Wall, and this makes it act as two buildings, two main disconnects shall be approved. However, in doing so, each main disconnect shall have a permanent plaque denoting all other services and the area served by each to comply with section 230.2 E of the 2002 NEC. 2.Special Inspections- Please submit a copy of the Project Manual Documents for review. The statement of special inspections shall include a complete list of materials and work requiring such inspections and the approved agencies intended to conduct such inspections per section 1704 of the 2003 IBC. Special Inspections are required for structural field welded and/or high strength bolt connections. The special inspector shall furnish inspection reports to the building official, reports shall indicate that work was done in conformance to approved construction documents. A final report documenting required special inspections and corrections to any discrepancies reported during installation comply with section 1704.1.2 of the 2003 IBC. 3.Accessible parking spaces meeting table 1106.1 of the 2003 IBC FYI, the Final Plat and then Site Plan approved are still pending, and additional comments may be made by the Planning Division review. If the site plan has significant changes prior to approval the Building Division may have additional comments as well. FYI, resubmittals to the building division require three copies; the 2nd Submittal I received only had two copies of building plans. Please submit one more copy. Thank you, Benjamin McCarty '00 Commercial Plans Examiner City of College Station 1101 Texas Avenue College Station, TX 77842 979.764.3570 July 24, 2006 City of College Station Commercial Plans Examiner 1101 Texas Ave College Station, TX 77842 Attn: Ben Mc Carty — Commercial Plans Examiner. Reference: Plazas at Rock Prairie Review Comments HAI No. 4500800 Listed below is our response to City comments made for the abovementioned project on July 20, 2006 Planning 1. Special inspections — shall be preformed according to the Project Manual Documents, for the following Sections: A. Section 03301HA Cast —In — Place Concrete Section 03471HA Tilt — Up Concrete B. Section 05120HM Structural Steel, 05220HM Steel Joist 05230 HM Joist Girters 05300 HM Metal Decking 05500 HA Metal Fabrication C. Section 04810 Unit Masonry Assemblies The above shall be executed by a Materials Testing Lab., which is contracted by theOwner and meets all requirements and approval from the City of College Station. The Testing Labs shall submit reports to the building official, owner, engineers, and architect. These reports shall comply with the city's guide lines and section 1704 of the 2003 IBC. l City of College Station Planning and Development July 14, 2006 Page 2 A final report documenting required special inspections and corrections to any discrepancies reported during installation comply with 1704.1.2 of the 2003 IBC. We believe this addresses the City's concerns. Should you have any questions please contact us. Cordially, Phillip Rivers A.I.A. IC\500800\Correspondence\Letters\COCS071406-Review Com ents.doc c: D. Garnett/Vista Will Ogilve/vista BUILDING PERMIT CITY OF COLLEGE_STATION 1101 TEXAS AVM'` COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX:'1'(979)764-3496 ---------------------------------------------------------------------------- I Application Number . . . . . 06-00001181 Date 8/31/06 Property Address . . . . . . 3975 SH`16 S P t ID - - roper y R #. Tenant nbr, name . . . . . . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ CEDAR CREEK CONDOS LTD 4500 CARTER CREEK PKWY BRYAN TX 77802 PLAZAS AT ROCK PRAIRIE COMMERCIAL, OFFICES/BANKS/PROFESSION UNKNOWN 1390000 Contractor ------------------------ OWNER --- Structure Information 000 000 RETAIL SHELL BUILDING Construction Type . . . . . NON-COMBUSTIBLE Occupancy Type . . . . . . MERCANTILE Other struct info . . . . . EXTERIOR WALL TYPE CONCRETE IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 18661.00 INTERIOR WALL TYPE DRYWALL SEWER TYPE PUBLIC TAZ 406.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit Fee . . . . 3440.00 Plan Check Fee .00 Issue Date . . . . 8/31/06 Valuation . . . . 1390000 Expiration Date . . 2/27/07 Qty Unit Charge Per Extension BASE FEE 1660.00 890.00 2.0000 THOU BLDG, VAL 500001 & UP 1780.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT 5" NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS 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. ---------------------------------------------- ------`----- ------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGI� STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 06-00001181 Page 2 Date 8/31/06 Special Notes and Comments Shall not extend more than one foot from any exterior building face, mansard, awning, or canopy. Shall not obstruct any window, door, stairway, or other opening intended for ingress or for needed ventilation or light. Shall not be attached to any tree, fence, or public utility pole. NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT CONNECTION TO WATER SUPPLY AND LAWN IRRIGATION SYSTEMS. ALL DEVICES MUST BE TESTED UPON INSTALLATION BY CERTIFIED TESTER REGISTERED WITH THE CITY OF COLLEGE STATION PUBLIC UTILITIES DEPT. LAWN IRRIGATION MAY USE A PRESSURE VACCUM BREAKER INSTALLED PER AWWA STANDARDS AND CITY'S ORD #2394. ALL DEVICES MUST BE INSTALLED PER AWWA AND CITY'S ORD#2394 ELETRIC UTILITIES COMMENTS DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGN DEVELOPER PROVIDES TEMP BLANKET EASEMENT FOR CONSTRUCTION DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS (IF NECESSARY) DEVELOPER PROVIDES 30' RIGID CONUDIT FOR RISER POLE (IF NECESSARY) DEVELOPER INSTALLS FIRST 10' OF CONDUIT ON RISER POLE. CITY INSTALLS REMAINING 201. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DEVELOPER PROVIDES DIGITAL SITE PLAN IN AUTOCADE 14 VERSION. EMAIL TO RBOLIN@CI.COLLEGE-STATION.TX.US DEVELOPER IS REPSONSIBLE FOR THE INSTALLATION OF SERVICE FROM TRANSFORMER TO BUILDING FOR QUESTIONS CONTACT RONNIE BOLIN AT 979-764-3614 PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE Electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764- 6314 for more information. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR REQUIRED EXIT DOOR(S) PROVIDE FIRE EXTINGUISHERS) - VERIFY LOCATION AND PLACEMENT -------------------------------------------------`---- - --- ------------ 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 Application Number . . . . . 06-00001181 Page 3 Date 8/31/06 Special Notes and Comments 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 A KNOX BOX FOR FIRE DEPARTMENT ACCESS. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance All roof and ground -mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet walls, or partition screens. COLLEGE STATION ELECTRICAL DIVISION REQUESTS THAT THE METER CAN/ELECTRICAL SERVICE DISCONNECT BE LOCATED ON THE STRUCTURE AS CLOSE AS POSSIBLE TO THE SECONDARY FEEDER CONDUIT FROM THE TRANSFORMER. (see site plan for location of conduit or contact electrical division) CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) PROVIDE PANIC HARDWARE ON EXIT DOORS If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO THE STATE FOR ACCESSIBILITY REVIEW - CONTACT TDLR @ (512) 463-3211 FOR MORE INFORMATION TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ------------------------------------------- - -- --- --- - --- ----------- BUILDING DEPT REPRESENTATIVE: r 100, 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 . . . . . 06-00001181 Date 8/31/06 ---------------------------------------------------------------------------- Special Notes and Comments ADJACENT WALLS ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK PROVIDE A 2 HOUR FIRE BARRIER THAT COMPLIES WITH 2O03 IBC AND MEETS CITY OF COLLEGE STATION AMENDMENT OF A 12,000 SQUARE FOOT MAXIMUM FIRE AREA. PROVIDE DUMPSTER ENCLOSURE WITH 12'x 12' CLEARANCE WITHIN, FREE OF ALL OBJECTS, PER DUMPSTER PAD. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 6" 100.00 WATER TAP 1-1/2" 800.00 WATER TAP 2" 1800.00 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid Credited ------------------------------ Due ----------------- Permit Fee Total 3440.00 3440.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2700.00 2700.00 .00 .00 Grand Total 6140.00 6140.00 .00 .00 - APPLICANT: Fo K e Use Only. ' r APPLICATION. FOR BUILDING,PERMIT DATE; "�TRCC REG s CITY OF COLLEGE -STATION '' D� :/! APPLICATION # ' 1101 TEXAS _AVENUE,,.,. COLLEGE STATION, TX 77840 TEMP POLE #. CM OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX PlanniagdDevelapmrntServices - •www.CSTX.GOV In♦` S ,�j..('/' ���� . II,w, ADDRESS/LOCATION� ,W' :,•F " BLOCIPHLOT 2 /A p�M r BUSINESS/OWNER NAME: pkz,&5.0C. Wr leoaoi, Lf� PHONE: 3 �T CONTRACTOR/HOMEOWI ER: I(Z,9,,sk-; PHONE:f / CONTRACTOR ADDRESS: 5Z S Z l.�e�,�'�"L�e S Ste : J IUD /fOw ELECTRICIAN: 'L. [.� K x %Gf✓✓i PLUMBER: �u-_ggeRGe, "t1 d1 4 -fc� •r HVAC: GOOD CENTS (Residential only): CLASS OF WORK' ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING „ SHELL ONLY a 7,�j1' 7 DEMOLITION (Asbestos Survey) NEW CONSTRUCTION " SLAB ONLY DUPLEX (Landscape Plans '• ' ` REMODEURENOVATION* SWIMMING POOL' Required) ` DESCRIPTION'OF WORK: S t•'u��-�+ ���' STRUCTURE USE:" V1ACV1&e&yt �"�• �-e. - HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ „ VALUATION: $.'�,`�`���' - CEO 'TOTAL AREA:/SHEATED'AREA: (Cos o�r and,Materials) // r [K'P'UBLIC SEWER, NUMBER OF BEDROOMS:, a ;SEPTIC/TREATMENT SYSTEM ` , NUMBER OF BATHROOMS: EWER TAP: INTERIOR WALL TYPE: hV4.e .� S �`^c ' / �j Loa `( Y SIZE LATER TAP: �L �� EXTERIOR WALL TYPE:_ CD vp(r,r f le ye,/ SIZE J •s " aOTHER TAP:_ ! ' / Z FOUNDATION TYPE: , ` (? D N. 6 ►r c SIZE �. TEMP POLE r ROOF TYPE: �LI% ' ✓'Dd t'+ '"f +J��J f/�% GARAGE TYPE: SINGLE E-1 DOUBLE �• ,TRIPLE. E-1 ATTACHED DETACHED' CARPORT^Ej r SIGNATURE OF APPLICANT: " *If proposed work involves new commercial constructi r facade improvements/renovations-to an existing, " ,P commercial property, building elevations are required. " „ Official Use Only I r NO � •YES Plans Examiner, _ Zoning Official " r Energy..Code Compliance Information % Glazin -of exterior `walls t �� Insulation R value'of exterior walls Insulation R Value- of ceiling 1 (flat' areas) 2ooF: -4". D t, Insulation R value of ceiling 2 (vaulted areas/no attic) i(J •. Glazing'SHGC D• 7 8 Glazing U=Factor �• �y; R-value'of ductwork A/C SEER RatingLA ' �. a Yy • • r ... :.+i ' .. ♦a —• ' f Permit # Permit Date COMcheck Software Version 3.1 Release 1 Envelope Compliance Certificate 2001 IECC Report Date: 04/10/06 Data filename: K M0800WIscellaneous FormslComCheck.cck Section 1: Project Information Project Title: Plazas at Rock Prairie Construction Site: Hwy 6 at Rock Prairie Rd. College Station, TX 77840 Owner/Agent: Vista Equities 1117jEldridge Pkwy Houston, TX 77077 Section 2: General Information Building Location (for 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 Glazing Area Percentage: 28% Building Tvoe Retall Sales, Wholesale Showroom Section 3: Requirements Checklist Envolope - Climate -Specific Requirements: Component NameH)escription Exterior Wall 3: Solid Concrete or Masonry — 8", Furring: None Door 1: Solid Door 2: Solid Exterior Wall 2: Solid Concrete or Masonry — 8", Furring: None Window 3: Metal Frame:Single Pane, Clear, SHGC 0.78, PF 0.50 Exterior Wall 4: Solid Concrete or Masonry - 8", Furring: None Comments: Includes returns Window 1: Metal Frame:Single Pane, Clear, SHGC 0.78, PF 0.50 Window 4: Metal Frame:Single Pane, Clear, SHGC 0.78, PF 1.00 Comments: at center tower Window 5: Metal Frame:Single Pane, Clear, SHGC 0.78 Comments: at towers Exterior Wall 1: Solid Concrete or Masonry — 8". Furring: None Window 2: Metal Frame:Single Pane, Clear, SHGC 0.78. PF 0.50 Root 1: Non -Wood Jolst/Rafterlrruss Floor 1: Slab-On-Grade:Unheated Floor Area 18661 Designer/Contractor: Hermes Architects 7915 West9len Dr. Houston, TX 77063 Gross Area Cavity Cant. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter 1478 -- 0.0 0.505 0.207 23 — — 0.700 0.339 23 — — 0.700 0.339 1364 — 0.0 0.605 0.207 192 — — 1.130 1.230 4982 — 0.0 0.505 0.207 1333 — — 1.130 1.230 433 — — 1.130 1.230 386 — — 1.130 1.230 1298 — 0.0 0.505 0,207 192 — — 1.130 1.230 18821 0.0 13.0 0.073 0.063 711 — 0.0 — — Plazas at Rock Prairie Page 1 of 2 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. 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 (H) installed inside an appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in ' siste with the building plans, specifications and other calculations submitte s permit ap . lion. pr nvelo system has been designed to ' meet the 2001 IECC, Chapter 8, requirements n check V ion 3.1 1 with the mandatory requirements }.in the Requirements Checkfist. W ?12 �� C' 1 m Principal Envelope Designer -Name Signature Da Plazas at Rock Prairie Page 2 of 2