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HomeMy WebLinkAboutCNEW2005-03908PI/ Date --- Permit #�=� Project Name LAC03 COMMERCIAL CO VI O rV Planning Old �� c oM.(l�;orll¢�..� I �e ,4'lIee&'.. (Lindsay Boyer, Jennifer Prochazka, Jennifer Reeves, Molly Hitchcock, Trey Fletcher) p h . f. k -r Cy a y •E. { .'„� � �Cr �.. �. Bridgette George Development Engineers (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs, William Ethridge) Environmental Services (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage✓ (Donnie Willis) Public Works - Sanitation (Wally Urrutia) Electrical Services (Tony Michalsky) 4L::::� Miscellaneous Notes Kim Wolfe Re_ Calling for CO @ 1700 University Dr E (Scott & White). Page 1 From: Pete Garcia To: COS Date: 11/27/2006 4:12:47 PM Subject: Re: Calling for CO @ 1700 University Dr E (Scott & White) They are OK. 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 11/22/06 1:07 PM >>> Remodel of existing office area; change to lab. Are there any issues? BP # 06-2988 Thanks Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov Kim WolfeRe: Calling for CO @ 4030 SH 6 S (shell building of Brazos /alley Bank) Page,1 From: Tony Michalsky To: Kim Wolfe Date: 11/27/2006 11:21:59 AM Subject: Re: Calling for CO @ 4030 SH 6 S (shell building of Brazos Valley Bank) ok with us >>> Kim Wolfe 11/27/2006 9:02 AM >>> Are there any issues? BP # 05-3908 Thanks Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 - www.cstX.goy Kim Wolfe - Re: Calling for CO @ 4030 SH 6 S (shell building of Brazos, -Valley Bank) Page_1 From: Donnie Willis To: Wolfe, Kim Date: 11/27/2006 9:32:54 AM Subject: Re: Calling for CO @ 4030 SH 6 S (shell building of Brazos Valley Bank) OK for shell only. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> Kim Wolfe 11/27/2006 9:02 am >>> Are there any issues? BP # 05-3908 Thanks Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 www.cstx.qov Date: 11 /27/2006 Inspection Comments for Finals Permit Year: 5 Permit Number: 3908 Address: 4030 SH 6 S Insp. Inspection Type Code Description p. status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed B115 BLDG, FRAMING IC 07/14/2006 04:26 PM JGM PDA B115 BLDG, FRAMING IC all exterior wall and penthouse except stairways 13115 BLDG, FRAMING IC August 22, 2006 2:03:30 PM glsouth B120 BLDG, FRAMING -PARTIAL IC 07/11/2006 09:54 AM JGM PDA B120 BLDG, FRAMING -PARTIAL IC courtesy walk-thru E150 ELEC, FINAL IC 11/06/2006 04:03 PM JGM PDA E150 ELEC, FINAL IC emergency lighting needs to be completed P100 PLBG, ROUGH IN IC 02/08/2006 11:16 AM JGM PDA P100 PLBG, ROUGH IN IC partial Page 1 TEMPORARY ,POLE .PERMIT �` ��0 �( CITY OF .COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570' FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00000177 Date 1/19/06 Property Address . . . . . . 4030 SH 6 S Property ID: 300020-0001-0010 Application type description TEMP POLE Subdivision Name . . . . . . GRAHAM CORNER PLAZA Property Use . . . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 0 Owner Contractor ------------------------ WHITMER, TED & WADE ------------------------ BRITT RICE ELECTRIC-J BLANTON 1305 MYRTLE ST JEFFREY L BLANTON KILGORE TX 756622750 3002 D LONGMIRE DRIVE COLLEGE STATION TX 77845 (979) 693-4076 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit Fee . . . . 20.00 Issue Date. . . . . 1/19/06 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary ----------------- Charged ---------- Paid • Credited ------------------------------ Due Permit Fee Total 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------------------------------------------�-- ---------------- BUILDING DaPT t �'EV•: APPLICANT. c WF0775316 / 001 City of College,Station PAGE 1 A[4- �%� V "V � � JU( 3 REQ. DATE: 05/17/06 05/17/06 16:43:28 LOCATION: 4030 SH 6 S LOC ID: 171088 EXT. ADDR.: BRAZOS VALLEY BANK REF NBR: REQUESTOR: VAUGHN CONSTRUCTION COMPANY ORIGIN: CUSTOMER -WALK IN REQ. USER: KWOLFE AUTH. USER: KWOLFE WORK TYPE: ROUT TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 05/17/06 SCHED COMPLETION: 05/17/06 ******************************************************************************** JOB ORDER RESULT CONIlVIENTS WF0741448 / 001 City of College, Station PAGE 1 REQ. DATE: 01/23/06 01/23/06 15:47:01 LOCATION: 4030 SH 6 S LOC ID: 171088 EXT. ADDR.: BRAZOS VALLEY BANK REF NBR: REQUESTOR: VAUGHN CONSTRUCTION ORIGIN: CUSTOMER -WALK IN REQ. USER: GLSOUTH AUTH. USER: GLSOUTH WORK TYPE: ROUT TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 01/23/06 SCHED COMPLETION: 01/23/06 ******************************************************************************** JOB ORDER RESULT CONNENTS O ��O Page 1'of 1 Kim Wolfe - Re: Calling for CO @ 4030 SH 6 S (shell building of Brazos Valley Bank) From: Donnie Willis To: Wolfe, Kim Date: 2/8/2007 4:11 PM Subject: Re: Calling for CO @ 4030 SH 6 S (shell building of Brazos Valley Bank) Ok with Drainage for full CO. Donnie Willis, CFM Environmental Engineering Technician Certified Floodplain Manager Public Works Department 979-764-6375 office 979-229-7632 cell dwillis@cstx.gov >>> On 11/27/2006 at 9:02 am, Kim Wolfe wrote: Are there any issues? BP # 05-3908 Thanks Kimberly Wolfe City of College Station Planning & Development Services (979)764-3570 www.cstx.gov file:HC:\Documents and Settings\kwolfe.CSTX\Local Settings\Temp\XPgrpwise\45CB4BB... 2/9/2007 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 Issue Date . Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning P E R M A N E N T 1/03/07 300020-0001-0010 4030 SH 6 S 100 COLLEGE STATION TX 77845 GRAHAM CORNER PLAZA GRAHAM CORNER PLAZA, BLOCK 1, LOT 1, 2.48 ACRES GENERAL COMMERCIAL Owner . . . . . . . . . WHITMER, TED & WADE Contractor . VAUGHN CONSTRUCTION COMPANY 979 260-7600 Application number 05-00003908 000 000 Description of Work COMMERCIAL, OFFICES/BANKS/PROFESSION Construction type . . . FIRE RESISTANT Occupancy type . . . . BUSINESS Flood Zone . . . . . . Approved . . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL PFt6 EL 12/29/06, 7:32:53 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/29/06 ------------------------------------------------------------------------------------------------ ADDRESS . : 4030 SH 6 S 100 SUBDIV: GRAHAM CORNER -PLAZA TENANT, NBR: BRAZOS VALLEY BANK SHELL CONTRACTOR VAUGHN CONSTRUCTION COMPANY PHONE (979) 260-7600 OWNER WHITMER, TED & WADE PHONE PARCEL 300020-0001-0010 APPL NUMBER: 05-00003908 ------------------------------------------------------------------------------------------------ COMMERCIAL, OFFICES/BANKS/PROFESSION PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 2/22/06 OC BLDG, FOUNDATION -SLAB TIME: 17:00 2/22/06 AP T/S: 02/17/2006 03:16 PM GLSOUTH ------------- - --------- morning Slab Ground Installed B100 02 5/16/06 DS BLDG, FOUNDATION -SLAB TIME: 17:00 5/16/06 AP May 16, 2006 8:23:14 AM bkorthauer rebar on second floor B100 03 5/25/06 OC BLDG, FOUNDATION -SLAB TIME: 17:00 5/25/06 AP May 25, 2006 11:29:52 AM kwolfe 3RD FLOOR B100 04 6/08/06 OC BLDG, FOUNDATION -SLAB TIME: 17:00 6/08/06 AP June 7, 2006 9:22:16 AM kwolfe high & low roof of drive thru B120 01 7/11/06 JGM BLDG, FRAMING -PARTIAL TIME: 17:00 7/11/06 CA July 10, 2006 10:17:32 AM glsouth MORNING 07/11/2006 09:54 AM JGM PDA courtesy walk-thru B115 01 7/14/06 JGM BLDG, FRAMING TIME: 17:00 7/14/06 AP July 14, 2006 8:05:30 AM glsouth 07/14/2006 04:26 PM JGM PDA all exterior wall and penthouse except stairways B115 02 8/08/06 DS BLDG, FRAMING TIME: 17:00 8/22/06 AP August 8, 2006 9:08:13 AM glsouth INTERIOR WALLS ONLY August 22, 2006 2:03:30 PM glsouth B115 03 8/24/06 OC BLDG, FRAMING TIME: 17:00 8/24/06 AP August 24, 2006 8:43:37 AM kwolfe drive thru B115 04 10/04/06 RH BLDG, FRAMING TIME: 17:00 10/04/06 AP October 4, 2006 12:06:43 PM kwolfe ELEVATOR WALLS & STAIRWAY B130 01 10/06/06 DS BLDG, INSULATION TIME: 17:00 10/06/06 AP October 5, 2006 3:02:51 PM ncochran over the stairway walls B1'30 02` 10/27/06 OC BLDG, INSULATION TIME: 17:00 10/27/06 AP October 27, 2006 10:28:40 AM ncochran FIRST AND SECOND FLOOR B130 03 10/30/06 RH BLDG, INSULATION TIME: 17:00 10/30/06 AP October 30, 2006 9:38:02 AM kwolfe exterior insulation for third floor B135 01 10/30/06 RH BLDG, CEILING COVER UP TIME: 17:00 10/30/06 AP October 30, 2006 9:38:19 AM kwolfe restrooms B125 01 11/27/06 JGM BLDG, FINAL TIME: 17:00 11/27/06 DP November 27, 2006 8:59:28 AM kwolfe 11/27/2006 11:54 AM JGM PDA need address front and back, need proper guard rail in stairways at windows, need proper guard rail on motor bank, note; motor bank not completed. ----------------------------------- CONTINUED ONTO NEXT PAGE----------------------------------- P&+-'PARED 12/29/06, 7:32:53 INSPECTION TICKET PAGE 2 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/29/06 ------------------------------------------------------------------------------------------------ ADDRESS . : 4030 SH 6 S 100 SUBDIV: GRAHAM CORNER PLAZA TENANT, NBR: BRAZOS VALLEY BANK SHELL CONTRACTOR VAUGHN CONSTRUCTION COMPANY PHONE (979) 260-7600 OWNER WHITMER, TED & WADE PHONE PARCEL 300020-0001-0010 APPL NUMBER: 05-00003908 COMMERCIAL, OFFICES/BANKS/PROFESSION ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B125 02 12/29/06 BI_ BLDG, FINAL TIME: 17:00 December 28, 2006 3:41:21 PM bkorthauer. ----------------------- ------- COMMENTS AND NOTES -------------------------------------- - a ---- Date: 12/29/2006 Inspection Comments for Finals Permit Year: 5 Permit Number: 3908 Address: 4030 SH 6 S Insp. inspection Type Code Description Status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed 13115 BLDG, FRAMING IC 07/14/2006 04:26 PM JGM PDA 13115 BLDG, FRAMING IC all exterior wall and penthouse except stairways 6115 BLDG, FRAMING IC August 22, 2006 2:03:30 PM glsouth B120 BLDG, FRAMING -PARTIAL IC 07/11/2006 09:54 AM JGM PDA B120 BLDG, FRAMING -PARTIAL IC courtesy walk-thru B125 BLDG, FINAL IC 11/27/2006 11:54 AM JGM PDA B125 BLDG, FINAL IC need address front and back, need proper guard rail in B125 BLDG, FINAL IC stairways at windows, need proper guard rail on motor B125 BLDG, FINAL IC bank, note; motor bank not completed. E150 ELEC, FINAL IC 11/06/2006 04:03 PM JGM PDA E150 ELEC, FINAL IC emergency lighting needs to be completed P100 PLBG, ROUGH IN IC 02/08/2006 11:16 AM JGM PDA P100 PLBG, ROUGH IN IC partial Page 1 1Nolfe Re Calling for CO @ 4030 SH.6 S (shell building of Brazos Valley Bank)_ Page 1 From: Grant Wencel To: Alan Gibbs; Benjamin McCarty; Bob Mosley; Carol Cotter; Chris Haver; Crissy Hartl; Donnie Willis; Eaphrame Thomas; Eric Dotson; Eric Hurt; Gina Southerland; James Boykin; Jason Schubert; Jennifer Prochazka; Jennifer Reeves; Jerry Duffey; Jerry Jones; John Logan; Josh Norton; Kim Wolfe; Lindsay Boyer; Molly Hitchcock; Nicole Cochran; Pete Garcia; Steve Smith; Tony Michalsky; Wally Urrutia Date: 12/5/2006 2:15:10 PM Subject: Re: Calling for CO @ 4030 SH 6 S (shell building of Brazos Valley Bank) Planning is Ok with this land use. Grant Wencel Staff Planner/ Planning & Development City of College Station, TX. gwencel@cstx.gov. 979-764-3757 >>> Eaphrame Thomas 12/5/2006 12:04 pm >>> They are good for CO with W/WW Environmental Services we receive a copy of test report and the original is in the mail on the way no issues. Eaphrame A. Thomas Environmental Technician Water Services Department Environmental Services 979.764.3662 Have A Wonderful Bless Day:) >>> Eaphrame Thomas 11/27/2006 4:52 pm >>> No for CO need backflow test report on Fire System and Lawn Irrigation. Eaphrame A. Thomas Environmental Technician Water Services Department Environmental Services 979.764.3662 Have A Wonderful Bless Day:) >>> Kim Wolfe 11/27/2006 9:02:23 am >>> Are there issues? B # 05-3908 Th Kimberly Wolfe City of College Station Planning & Development Services (979) 764-3570 www.cstx.gov JUL-12-2006 14:25 FROM:VAUGHN CONSTRUCTION 979 690 0079 TO:7643496 P:1/5 A �t l FAX TRANSMITTALY HIN ka.�uaY,aM 10356 Wstpa* Drive Houston, Tema To: mr.JOHN MALDONADO Company: CC5 BUILDING 77042-$312 INSPECTORS Tolephonc: Fax: 764-3496 (713) 243-t3300 Phone; 764-3747 From: LEO ALMARAZ Fatxiim(lo: Date., 07 12 2008 (713)24M35o CC: RE; BRA 0S BALLEY SANK INSPECTIONS. Review For Information ❑ For Records ® Urgent ❑ For E] For Signature Message: MR. JOHN MALDONADO. ATTACHED IS THE INFORMATION THAT YOU REQUESTED.FOR THE WELDING ISSUE ON THE METAL STUDS FRAMING.PLEASE ADVISE IF YOU NEED ADDITIONAL INFORMATION. PLEASE DO NOT HESITATE TO CONTACT ME AT YOUR CONVENIENCE 512.801-9422 CELL. 690-0800 OFFICE. 690-0079 FAX. Yours Very Truly, Vaughn ConstruARAZ coon LEO ALMARAZ If all pages are not recOlvod please odvl9e us Immediately. Tho Intormatton contained In this fxslmlla is Intended fortho dosignetad roclplont only, If you have rocohred thla dacumont and are not the Intended rociplent, you have rocelved the document In error and any review, use, dhiemination or disclosuro of the Information contalned harain Is strictly prohibited. Plaaae nottty tho Bonder Immediately by talaphonp and return the original to us by mail. Thank you. VPughnaeryr. W9hn FomwftFpro ManusUBLANK K RM TiF-owcanF=Ajac (1Ra01 JUL-12-2006 14:26 FROM:URUGHN CONSTRUCTION 979 690 0079 TO:7643496 P:2/5 JUL-12-2006 13:29 r.ril.p+ OppliedFinish my" 11503 Miittmoore Park Drive, Houston, TX77041 Phone: 713 937 8019 -Pax 713 937 6045 EAX Affibk MEMU TO ,gin Pa Ft m lifcky cu fib Ida 9794f lA76 PM�se Pbaee� lA7A�O.78OD DMN 741-W rm emmvmey bank cc: 0 UnWd 0 ftv MWAsw 13 Ptet m 04"M RI 0 PIMO RM* 0 >Pfnn Rood@ fin, Attached is a war from ft Eineer on the welds. If you need add"ftml iftbTae ft place do not hesitats to contact me at your mvenience. Thanks, . Ricky Cuff M-1 90/10'd "l-1 . ll"191911 b1MUS NSINId 01114d"JI WMIZf 91KHAr JUL-12-2006 14:26 FROM:VAUGHN CONSTRUCTION 979 690 0079 TO:7643496 JUL-12-22006 13:29 Jul IF as 11e8Ca Jam*& Austin gAginoor•in6 712-884-6037 JAMES AUM gmi1CWRAL EMNEERING P:3/5 r. nv M p9a ENGINEMM INC- am am"am LM Wok Suftam P.O. BOX rao6wcq,C b 9 Hougon. Tern rM2 00 eitlN14mi Ts,g rbn -"" felt71a 1> -0�1 Fbab�D68t�1/bs3i July 10, 2008 MR. JIM CHAM>mB"M APPUED FIN16H SYBsiTDA IN+e^. P.O. am 8010" HOYet'Ofl, Teltss~ 77280 � Sh t�� 7 WNW 6 C is" swM Te3plta .IA,l Projent No. QSC703 poair Mr. min: We hoe rsvlBnd tha 6Onnt ctIM n�Wlm+"'� dte Vd Pugs etff WAs bWrr9 an the Oenbinu" "CIO et the 6botra r�terertaad 'I each We hrne Pound dug R 0 e0+1lld�entta UMI W Xi- V* have bolos w;M 1- 01 a-16 straw tnMMh � tracts tl®nge ItAo totliuq �8idth a a Mo leund chat R is aO�bta to WnmR than Isteral bneono>>d8M0 b tt+e sum� � � 12r1 a r�crs.ra►.1e 1e not q m weld tfte abs" to ate tr" w to btWroo to the suds. Please comet our QMCB tt you hate am queeNone. Se+ea3r t jAmMAUSMN CF J C(f . Aust&r, tamom JI:A:o 121-1 Mold 011-1 sdOd:tl so it -or TOTAL P-03 JUL-12-2006 14:26 FROM:VAUGHN CONSTRUCTION 979 690 0079 TO:7643496 P:4/5 JUL-12-200S 13:29 aul 12 OG 11I191a James ANSOLn EnEinoprinE. 713-01;4-902'7 p.1 JAMIM AU"N MUCTURAL ENGINEERING �aNGIN6ER8, IMG. 20PO North LOOP MIh &L SUb RM, �A. 9asc HOWIMTSM TWT#1MIOi .OwOlhbnlAl �1�6 7�i� 779�4�1471 iiplifl,7 'Ytdrd�0�1-0�7 ltitlAidBYf-0f65 FAX TRANSMITTAL DATE: 7 ~ 6 FAX NO* FROM JAM O AAJS77N _ JAMEs3 Auimm ENOINEM INC. RE; imm F. AM" 121-d 60/IO'd b81-4 9P916611! MEAS HIMId 0311ddM-MA UMN'91 DO-ZI-Int JUL-12-2006 14:26 FROM:UAUGHN CONSTRUCTION 979;690 079 TO:7643496 s�•' PART 3 -- EXECUTION 3.01 ERECT ON A. Ught Gauge Structural Steel Framing Erection Provide .con 1. Provtinuous top and bottom support track. 2 Butt weld and secure track to surrounding construction at least 16° o,c; 3. Space studs no greater than 16" o.c, (unless other wise Indicated c. draw. s and secured to to and bottom track b Welding flanIn ges track. secured P Y 9 nges to 4. Provide additional gracing at locations where additional support for collateral wall material is necessary, 5. Provide sills and headers at openings. Weld members to adjacent framing. s• Weld all stud bridging in place as follows: a• UP to 10': One (1) row near center. b. 10, to 15': Two (2) rows at 1/3 span.apart C. 15' to 20': Three (3) rows at 114.span apal d• 20, to 25': Four (4) rows at 1/5 span apa . a• Lightweight Drywall Framing 1. Single lengths positioned vertically in the runners, spaced 16° maximum, as shown on the drawings. 2. Studs located adjacent to door and window frames, and comers are to be anchored to runner flanges ann esab lion intersections engagement through each stud flange and runner flangey Provide double studs at. door and window frames. 3• Align studs accurately according to the partition layout. 4. Securely attach floor and ceiling runner 24" o.c. to concrete slabs with concrete stub nails or power driven anchors, to overhead structure with toggle or molly bolts, to wood framing with suitable fasteners. 5, Head Track Filler a. Install continuous neoprene filler between head track and metal deck where indicted in the drawings. Use fill premolded to fit corrugations Of metal deck. b• Contractors Option: Fill voids between top of track and bottom of deck with unfaced fiberglass insulation. Pack insulation tight completely filling voids for full width of track. c, Provide continuous vinyl foam tape (minimum 2" wide) between top track and finish ceiling where lay4n ceiling continues over partition head. C. Chase Wall Frdming 1. Partitions a. Align studs accurately to the partition layout b, Securely attach a double row of floor and ceiling runners 24' o.c, to concrete slabs with powerdriven anchors, to suspended ceilings with toggle bolts or staples, or to a wood framing with suitable fasteners. 2. Studs a. Position a double row of 1-5/8" sheds vertically in -the runners so that studs are apposite each other in pairs with the Flanges pointing in the same direction. . b• Space no greater than 16" o.c. Brazos Valley Rank Building 092614 P:5/5 BUILDING PERMIT CITY OF COLLE E STATION 1101 TEXAt AVE COLLEGE STATIO TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 4-00003908 Date 1/11/06 Property Address . . . . . . 4030 SH 6 S Property ID . . . . . . . . . 300020-0001-0010 R # . . . . . . . . . . . . . R117842 Tenant nbr, name . . . . . . BRAZOOS VALLEY BANK SHELL Application type description COMMERCIAL, OFFICES/BANKS/PROFESSION Subdivision Name . . . . . . GRAHAM CORNER PLAZA Property Use . . . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 3240000 Owner Contractor ------------------------ ------------------------ WHITMER, TED & WADE VAUGHN CONSTRUCTION COMPANY 1305 MYRTLE ST 1716 BRIARCREST, STE 300 KILGORE TX 756622750 BRYAN TX 77802 (979) 260-7600 --- Structure Information 000 000 BUILDING SHELL, B.V. BANK Construction Type . . . . . FIRE RESISTANT Occupancy Type . . . . . . BUSINESS Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 1.00 INTERIOR WALL TYPE SHEETROCK SEWER TYPE PUBLIC TAZ 405.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc GS Permit Fee 7140.00 Plan Check Fee .00 Issue Date . . . . 1/11/06 Valuation . . . . 3240000 Expiration Date . . 7/10/06 Qty Unit Charge Per Extension BASE FEE 1660.00 2740.00 2.0000 THOU BLDG, VAL 500001 & UP 5480.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT 5" NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT CONNECTION TO WATER SUPPLY AND LAWN IRRIGATION SYSTEMS. ALL DEVICES MUST BE TESTED UPON INSTALLATION BY CERTIFIED TESTER REGISTERED WITH THE CITY OF C LLEGE STATION PUBLIC BUILDING DEPT�RE�S,ENTAJIVE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 05-00003908 Date 1/11/06 ---------------------------------------------------------------------------- Special Notes and Comments 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 CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES 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 ELEVATION CERTIFICATE REQUIRED - PROVIDE ELEVATION CERTIFICATE PRIOR TO SLAB INSPECTION AND A SECOND CERTIFICATE PRIOR TO FINAL INSPECTION/C.O. PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR EXIT DOOR(S) SUBMIT FIRE ALARM PLANS WITH PRODUCT DATA SHEETS - DESIGN AND INSTALL AS PER NFPA 72 NO WORK SHALL START UNTIL PLANS HAVE BEEN REVIEWED AND ------------------------------------------- ---- ----------------------- BUILDING DEPT(-)RE��YNTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 3 Application Number . . . . . 05-00003908 Date 1/11/06 ---------------------------------------------------------------------------- Special Notes and Comments RETURNED PROVIDE FIRE EXTINGUISHERS) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) SUBMIT FIRE SPRINKLER PLANS AND CALCULATIONS FOR REVIEW NO WORK ON SPRINKLER SYSTEM SHALL BEGIN UNTIL PLANS HAVE BEEN REVIEW AND RETURNED. SPRINKLER SYSTEM CONTROLS AND WATER FLOW SWITCHES ARE REQUIRED TO BE MONITORED BY AN APPROVED MONITORING COMPANY. A COPY OF THE MONITORING CONTRACT SHALL BE SENT TO THE COLLEGE STATION FIRE DEPARTMENT, FIRE PREVENTION DIVISION. HANDRAILS SHALL COMPLY WITH SECTION R-311 (2003 IRC) OR SECTION 1009 (2003 IBC) AS APPROPRIATE INTERIOR FINISH MATERIAL SHALL HAVE A CLASS A RATING PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance All roof and ground -mounted mechanical equipment shall be sreened from view or isolated so as not to be visible from any public right-of-way or residential district within 150 feet of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. Acceptable methods of screening rooftop equipment may include, but are not limited to encasement, parapet walls, or partition screens. COLLEGE STATION ELECTRICAL DIVISION REQUESTS THAT THE METER CAN/ELECTRICAL SERVICE DISCONNECT BE LOCATED ON THE 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 ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ------------- ---------= - --- ----------------------- BUILDING DEPTr�EPRE-S�NTATIVE 1-11 APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 4 Application Number . . . . . 05-00003908 Date 1/11/06 ---------------------------------------------------------------------------- Special Notes and Comments ASSURE CODE COMPLIANCE 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". 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 RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE Refer To This Permit For Details For This Plan PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL PUBLIC SEWER SERVICE IS PROVIDED OR APPROVED ALTERNATE SEWER SYSTEM IS INSTALLED 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. STAIRS SHALL COMPLY WITH SECTION R-311 (2003 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2003 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO THE STATE FOR ACCESSIBILITY REVIEW - CONTACT TDLR Q (512) 463-3211 FOR MORE INFORMATION TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN 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 SUBMIT A STATEMENT OF SPECIAL INSPECTIONS PRIOR TO WORK, including a complete list of the inspections to be performed and a list of the individuals, approved agencies or firms intented to be retained for conducting such inspections.(See Section 1704.1.1, 2003 IBC) ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------- ---- ---------------------- BUILDING DEPTOEPAE�ENTATIVE: 1' n APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . ----------------- ---------- Permit Fee Total 7140.00 Plan Check Total .00 Grand Total 7140.00 Page 5 05-00003908 Date 1/11/06 -------------------- 7140.00 ---------- .00 .00 .00 .00 .00 7140.00 .00 .00 1 BUILDING DEPT,,,�S�ENTATIVE : APPLICANT: 1 APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 Cl-I'Y or• COLLECL' STA-I"ION (979) 764-3570 (979) 764-3496 FAX Pl iuz r" "Denitp)—f .Gn•im WWW CSTX.GOV ADDRESS/LOCATION: 11030 WWY & ftOT14 CGS. AMII5 5yPn-tgnl_ -M, "1-794e IF LOT BLOCK SUBDIVISION SEC/PH BUSINESS/OWNER NAME: ' � 'VbLLS{ $�,�m,�n (a te LWV, PHONE: CONTRACTOR/HOMEOWNER:yo.N&4.t6Rt,jm PHONE: 200-1660 CONTRACTOR ADDRESS: tjI L SlIg *r y A►W. SUim 45b ELECTRICIAN: 09,rNY' glCe FLrC 1uG PLUMBER: ACo 0=*4,1eAL, HVAC: 9W424 Lze?. GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING' K SHELL ONLY DEMOLITION (Asbestos Survey) JZ_X NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans REMODEL/RENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: Torte=:G f9ug- 4 5rr*ge C4Aj;IpN/n MINtMIk_ 6 STRUCTURE USE: T4144IUNG ker"rr►AJ / FZSrAa%_ SrA4e HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ % 2AO,000. i TOTAL AREA: 32700 HEATED AREA: " (Cost of Labor and Materials) ❑ PUBLIC SEWER ❑ SEPTIC/TREATMENT SYSTEM ❑ SEWER TAP: SIZE ❑ WATER TAP: SIZE OTHER TAP: SIZE TEMP POLE GARAGE TYPE: SINGLE NUMBER OF BEDROOMS NUMBER OF BATHROOMS INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE [::] TRIPLE t-kt c 2 (,T bA. wt. LJ/ -t#2. 6W LT. A A . &M !� AVP + 13VA40- /:97WC, C%k.eCrE s.o.&- ATTACHED F__j _DETACHED � CARPORT SIGNATURE OF APPLICA �1 ��-t�� *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only Comments. ©� aat- 7kee,eS o NO Plans Examiner Zoning Official Oct 14 05 11:16a plot server 979-696-8114 p.1 R.L.: Payne and Associates, Inc. , Architecture, Planning, Interior Design, & Graphics DATE: October 13, 2005 TO: Chris Haver Building Official FAX NO: 979-764-3496 PROJECT NO: PROJECT: Brazos Valley Bank Building Shell College Station, Texas PAGES: 3 INCLUDING COVER SHEET Please notify our office is you did not receive all of this transmission. COMMENTS: Plan Review Comment Response - 2 Pages Fax Transmittal The information contained in this transmission is privileged and confidential. It is intended for the use of the addressee. If you are not the intended recipient, please be advised that any dissemiralion, distribution, or duplication of this transmission is unauthorized and illegal. Copies To: Vaughn Construction Fax: 979-260-7676 Fax: Fax: 1509 Emerald Parkway, Suite 104 -College Station, Texas 77845 _ (979) 696-7272 Fax (979) 696-8114 www. rlpayne.com Oct 14 05 11:16a plot server 979-696-8114 p.2 13 October 2005 Mr. Chris Haver, CBO Building Official City of College Station PO Box 9960 College Station, TX 77845 Faxed: 979-764-3496 RE: Brazos Valley Bank Review Telephone Conversation Dear Chris: I have been waiting for the MEP Engineer to get a determination or decision from the City Staff on Items) 7 and 14 of"the original .review. Swoboda Engineering contacted me yesterday with a response. I am also including the additional clarification requested in our telephone conversation discussing my response letter dated 29 September 2005. 1 respectfully submit the following response. Submit statement of special inspections, including a complete list of material and work requiring special inspections, the inspections to be performed and a list of the individuals, approved agencies or firms intended to be retained for conducting such e� inspections. (See Section 1704.1.1, 20031BC). All Testing and Inspections of materials and installation required are identified in Section 01410 — Testing Laboratory Services of the project manual submitted for review. The Tests include Earthwork materials and compaction, Sub -grade testing, Cast in Place Concrete, Steel welds and connections, and inspections of all footings or piers. A testing lab has not yet been identified; but a qualified, independent, local firm, hired by the Owner, will perform the testing. The contract and the specification manual include an allowance to pay for all the required testing. Copies of the reports will be provided to the City for record. In the past the City of College Station has required that we keep a file on the job for review and if there are any problems then a copy of the reports be provided for record, Provide backflow pre ventor and water pressure reducing valve for domestic water supply per Section 604.8, 2003 /PC. he water pressure reducing valve and integral check valve assembly is identified in r Section 15100 — Valves of the project manual submitted for review. The location is shown on Sheet MPI A of the original drawings. n Oct 14 05 11;17a plot server 979-696-8114 p.3 pie, 13. Provide information (type, location, etc.) on pressure reducing valve and backflow �t prevention device for domestic water line per Section 604.8, 2003 IPC. Refer to Note Number 7 above. In addition to Note 7 above add the following' the contractor shall provide a 2" double check valve assembly in the main water service line and located in the fire sprinkler room. It shall be installed directly in front of the pressure reducing valve and the assembly shall meet the city of College Station Requirements. 14. Provide locations of safety glazing per Section 2406, 2003 IBC. ?. S As requested during our conversation all safety glass will me marked on the glass elevations submitted for City Review The glazing is specified in Section 08801 — Glass pad and Glazing of the project manual. The glass is specified as tempered and requires that tempered glass be provided wherever required by code. The locations will be identified on the shop drawings. We will provide copy of the approved Shop Drawing so that the inspector will have a drawing to check against. I hope I have adequately addressed all of your concerns and questions. Sincerely, r i Robert L. Payne, Jr. AIA — R. L. Payne & Associates,. Inc. 1509 Emerald Parkway, Suite 104 College Station, Texas 77845 (979) 696-7272 cc. Mr. Paul Byme Vaughn Construction 979-260-7676 Fax 00 Sep 29 05 02:02p plot server 979-696-8114 p.1 R.L. Payne and Associates, Inc. Architecture, Planning, Interior Design, & Graphics DATE: September 29, 2005 TO: Chris Haver Building Official FAX NO: 979-764-3814 PROJECT NO: PROJECT: Brazos Valley Bank Building Shell College Station, Texas PAGES: 6 INCLUDING COVER SHEET Please notify our office is you did not receive all of this transmission. Fax Transmittal COMMENTS: Plan Review Comment Response - 3 Pates Envelope Compliance Certificate - 2 Pages The informalior. contained in this transmission is privileged and confidential. It is intended for the use of the addressee. if you are not the intended recipient, please be advised that any dissemiration, distribution. or duplication of this transmission is unaLlhorized and illecal. Copies To: Vaughn Construction Fax: Fax: Fax: 979-260-7676 1509 Emerald Parkway, Suite 104 - College Station, Texas 77845 - (979) 696-7272 Fax (979) 696-8114 www.ripayne.com e/ Sep 29 05 02:02p plot server 979-696-8114 p.2 29 September 2005 Mr. Chris Haver, CBO Building Official City of College Station PO Box 9960 College Station, TX 77845 Faxed: 9 79-764-3814 RE: Brazos Valley Bank Review Dated 5 August 2005 Dear Chris: I have gone through each of your comments /questions.conceming the plans and respectfully submit the following response. "!\A completed building permit application must be submitted to this office prior to permit issuance. The project has now been bid and the General Contractor is Vaughn Construction. Vaughn will be applying for permit, if they have not already submitted. "' Please confirm proposed building construction type - plan review assumed type 11-B The Code Review was left off the documents by accident, You are correct the construction type is 11 - B. -d•�� �3 Submit statement of special inspections, including a complete list of material and work requiring special inspections, the inspections to be performed and a list of the individuals, approved agencies or firms intended to be retained for conducting such inspections. (See Section 1704.1.1, 20031BC). There are no special inspections required for this project. The typical inspections and testing required are identified in Section 01410 — Testing Laboratory Services of the project manual submitted for review. A testing lab has not yet been identified, but a qualified, independent, local firm, hired by the Owner, will perform the testing. Copies of .the reports will be provided to the City for record. In the past the City of College -Station has required that we keep a file on the job for review and if there are any problems then a copy of the reports be provided for record. 44 Submit fire sprinkler plans to this office for review prior to installation of sprinkler system. A licensed designer will perform the fire sprinkler system design. A copy of the approved shop drawings will be provide for your record. Sep 29 05 02:03p plot server 979-696-8114 p.3 5.) 1, Submit fire alarm plans to this office for review prior to installation of alarm system. �p It will be requested of the contractor to submit a copy of the shop drawings to your office for review prior to approval. Submit energy code compliance information for mechanical equipment and building envelope in compliance with 2003 IECC. A copy of the Envelope Compliance Certificate 2003 IECC dated 14 September2005 is being submitted with this response. 0 Provide backfiow preventor and water pressure reducing valve for domestic water PLL supply per Section 604.8, 2003 IPC. The water pressure reducing valve and integral check valve assembly is identified in Section 15100 — Valves of the project manual submitted for review. Please correct the door schedule to reflect the proper.fire rating on doors in stair shafts (a one hour fire rating is required per Table 715.3, 2003 IBC). Doors 109A, 110A, 206, 208, 304, and 306 will be marked as requiring an one hour rating. Designate `van accessible" parking spaces (note #42 on sheet C-1 does not distinguish between a standard accessible parking space anda van accessible parking space)_ You were only provided with sheet C-1 in shell documents for general information as the site plan was already approved and the work completed under a separate contract. We will identify by required signage one of the spaces as being "Van Accessible"°parking only. Provide stair details, including tread depth, riser height, nosing information, handrail in ormation, guardrail information, etc. All stairs are designed in compliance with Section 1009 of the 2003 IBC. Stair dimensions / information are identified on sheet A.5.1.3 of the drawings as well as on the structural sheets. For your information the handrail is a 1-112" diameter steel pipe railing mounted at a height 36" and extensions that comply with ADA and Section 1009. The guardrail is a solid wall with a height of 42". Risers are 6.92 "and threads are 11" typical with a 1" nosing. The finish is pre -manufactured rubber treads, nosing and flooring pieces as specified in Section 09682 — Resilient Flooring of the project manual submitted for review. Provide information on class I standpipe system per Section 905.3.1, 2003, IBC. This information will be submitted along with the Fire Sprinkler design shop drawings. Provide cleanout location for building sewer per Section 708.3.2, 2003 IPC. Refer to sheet MP-1.1 of the drawings, which calls for a double cleanout where the sanitary sewer leaves the building. The other (site) cleanouts were already constructed under a separate contract as part of the site construction. Sep 29 05 02:03p plot server 979-696-8114 p.4 Provide information (type, location, etc.) on pressure reducing valve and backflow prevention device for domestic water line per Section 604.8, 2003 /PC. Refer to Note Number 7 above. 14. Provide locations of safety glazing per Section 2406, 2003 IBC. The glazing is specified in Section 08801 — Glass and Glazing of the project manual. The glass is specified as tempered and requires that tempered glass be provided w er ver required'by code. The locations will be identified on the shop drawings. Provide second exit access doorway from mechanical penthouse per Section 14.3, 2003 IBC. he contractor has already been informed and second egress door, 3'-0" wide will be provided as requested. The door location will be coordinated with the equipment to insure proper egress. I hope I have adequately addressed all of your concerns and questions. Please contact me if you require additional information. Sincerely, Robert L. Payne, Jr. AIA R. L. Payne & Associates, Inc. 1509 Emerald Parkway, Suite 104 College Station, Texas 77845 (979) 696-7272 cc. Mr. Paul Byme Vaughn Construction 979-260-7676 Fax Sep 29 05 02:04p plot server 979-696-8114 p.5 Envelope Compliance Certificate 2003 IECC COMcheck-EZ Sofware Version 3.0 Release 2b Data filename: L:ntitled.ock Section 1: Project Information Project Name: Braves Valley Bank Building Designer/Contractor. R. L. Payne & Assoaatcs , Inc. Document Author. R. L. Payne Notes: Building Shell Only - 3 Story Facility Total Building Area 32,700 SF Section 2: General Information Building Location (fDr weather data): College Station, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1789 Cooling Degree Days (base 65 degrees F): 2776 Project Type: New Construction Window / Wall Ratio: 0.29 Permit Number Checked By/Date Building Type Floor Area Office 32700 Section 3: Requirements Checklist Bldg, Dept. Use Air Leakage; Component Certification, and Vapor Retarder Requirements [ j 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. j ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values & U-&ctors labeled as certified. [ ] 4. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] ! 5. Cargo doors and loading dock doors are weather sealed. [ ] ( 6. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an ( appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Sep 29 05 02:04p plot server 979-696-8114 p.6 Climate -Specific Requirements Gross. Area or Cavity Cont. Proposed Budget Component NamcMmm tp ion Perimeter R-Xaluc R Value - acto U Factar Roof 1: Other 10900 — — 0.043 0.063 Exterior Wall 1: Metal Frame, 16" o.c. 6912 0.0 21.0 0.043 0.207 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E Tinted, SHGC 0.31 2328 — — 0.280 Exterior Wall 2: Metal Frame, 16" o.c. 4080 0.0 21.0 0.043 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E Tinted, SHGC 0.31 883 — — 0.280 Exterior Wall 3: Metal Frame, 16" o.c. 4080 0.0 21.0 0.043 Window 3: Metal Frame with Theunal Break:Double Pane with Low-E Tinted, SHGC 0.31 1134 — -- 0.280 Exterior Wall 4: Metal Frame, 16" o.c. 6912 0.0 21.0 0.043 Window 4: Metal Frame with Thermal Break:Double Pane with Low-E Tinted, SHGC 0.31 2024 — — 0.280 Door 1: Solid 24 — — 0.250 Door2: Solid 24 — — 0.250 Floor 1: Slab-On-Grade:Unhcated 458 — — — (a) Budget U-factors are used fir software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 25% better than code Section 4: Compliance Statement 1.230 0.207 1.230 0.207 1.230 0.207 1.230 0.339 6.339 The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. &ewr L waig AQ 2 L 1 14 �oa W);,- Principal Envelope Designer -Name Signature Date R. L. Payne and Associates, Inc. Architecture, Planning, Interior Design, & Graphics PROJECT: Brazos Valley Bank Building - Graham Corner Plaza College Station, Texas TO: City of College Station 1101 Texas Avenue South College Station, TX 77842 ATTN: Mr. Chris Haver, Building Official WE TRANSMIT �X Herewith ❑ In accordance with your request FOR YOUR: ❑ Approval Review & comment X❑ Information, Record, Use Transmittal Letter ARCHITECT'S PROJECT NO: 13.2003 DATE: 11 /01 /05 IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY OUR OFFICE. IF CHECKED BELOW PLEASE: ❑ Return enclosures to us THE FOLLOWING: X❑ Drawings Ej Specifications Shop Drawings ❑ Product Literature ❑ Samples ❑ Other COPIES DATE DESCRIPTION ACTION CODE 1 Building Elevations Showing Tempered Glass (24"x36") B 1 Elevation Profile Showing Domestic Water Assembly B ACTION A - No action required CODE: B - See REMARKS below REMARKS: For Permitting Record. COPIES TO: BY: Robert Payne 1509 Emerald Parkway, Suite 104 - College Station, Texas 77845 - (979) 696-7272 Fax (979) 696-8114 wwwApayne.com 'OLATION VALVE ISOLATION VALVE D TAP TO EXPANSION TANK WATTS 25AUB !ESSURE REDUCING VAVLE ✓ATTS 007DCDA DOUBLE :K VALVE ASSEMBLY STRAINER MAIN BLDG. SHUTOFF VALVE 2' WATER FROM UTILITY METER n WATER ENTRANCE DET. ■ SCALE: N.T.S. - PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW NO. JURISDICTION DATE BUILDING DESCRIPTION FIRE DISTRICT G YES G NO OCCUPANCY GROUP CONSTRUCTION TYPE: Documentation Submitted Site Plan Sheets Date Specifications Sheets Date Soils Report Sheets Date Structural Calculations Sheets Date Building Design Plans Sheets Date Life Safety Plans Sheets Date Building Design Plans (Structural) Pages Date Structural Calculations Pages Date Mechanical Plans Pages Date Plumbing Plans Pages Date Fuel Gas Plans Pages Date Electrical Plans Pages Date Fire Protection System Sheets Drawings Date Fire Protection System Sheets Calculations Date Energy Conservation Sheets Calculations Date 2000 Plan Review Forms thru thru thru thru thru thru thru thru thru thru thru thru Sealed by Registered Design Professional State and Registration Number Page 1 of 60 PROJECT Occupancy groups Minimum Construction type PLAN REVIEW 2000 international Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET HEIGHT AND AREA - CHAPTER 5 ALLOWABLE AREA if mixed occupancy (separated and nonseparated) Main use MIXED OCCUPANCY - NONSEPARATED USES (302.3.2) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. MIXED OCCUPANCY - SEPARATED USES (302.3.3) For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. Actual Area of Occupancy" A" Actual Area of Occupancy" B" Allowable Area of Occupancy" A"' Allowable Area of Occupancy" B" 5 I Story No. Description and Use (A) Building Area Per Story On Plans (B) Table 503 a Area (c) Area for Open Space Increase' U x I 100 (D) Area for Sprinkler Increase' a x l$ 100 (E) Allowable Area (8) + (C) = (D) or Unlimited 3 (F) Maximum Building Area 4 vNen space area increases rrom Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet open minimum width = (F) b. Total Building Perimeter = (P) c. Ratio (F/P) _ (F/P) d. W = Minimum width of public way. _ (W) e. Percent of frontage increase I, =100 (F/P - .25) x W/30 'The sprinkler increase per Section 506.3 is as follows: a. multistory building 18 = 200 percent b. single story building 13 = 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. 2000 Plan Review Forms Page 2 of 60 O X X CO) x m. N. ( PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. HEIGHT AND AREA - CHAPTER 5 (continued) ALLOWABLE HEIGHT ALLOWABLE (Table 503) TINCREASE FOR SPRINKLERS' SHOWN ON PLANS O.K., COMMENT Type of Construction Type Type Building Height in Feet'• 2.4.9. 10.12 Feet Feet = H + 20' __ I Feet Building Height in Stones3•4.5, s, r, e, 9, 10. 11, 12 13 Stories Stories + 1 = Stories 'See definition "Height, Building" (Section 502) 2See Height Modifications, (Section 504 and 508) 'See definition "Story" (Section 502) 'Automatic Sprinkler Increase (Section 504.2) 'Mezzanine 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 stones 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) 'OSpeciai industrial occupancies (Section 503.1.2) "Unlimited height for B, M. R occupancies (Section 508.4) "Residential 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 N. ( PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. CONSTRUCTION TYPE: FIRE PROTECTION REQUIREMENTS TABLE 601 . Fire -Resistance Rating Requirements for Building Elements (hours) BUILDING ELEMENT RATING RATING O.K., REQUIRED d PROVIDED COMMENT or NIA Structural frame 0, b Including columns, girders, trusses Bearing walls Exterior Interior b Nonbearing walls and partitions Exterior See Table 602 Interior a See Section 602 Floor construction Including supporting beams and joists Roof construction Including supporting beams and joists a. The structural frame shall be considered to be the columns and the girders, beams, trusses and spandrels having direct connections to the columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns shall be considered secondary members and not a part of the structural frame. b. Roof supports: Fire -resistance ratings of structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only (Type 1A and 1B). c. 1. Except in Factory -Industrial (F-1). Hazardous (H), Mercantile (M) and Moderate -Hazard Storage (S-1) occupancies„fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire -retardant -treated wood members shall be allowed to be used for such unprotected members. 2. In all occupancies, heavy timber shall be allowed where a 1-hour or less fire -resistance rating is required. 3. In Type I and Type it construction, fire -retardant -treated wood shall be allowed in buildings not over two stories including girders and trusses as part of the roof construction. d. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1-hour fire -resistance -rated construction, provided such system is not otherwise required by other provisions of the code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The 1-hour substitution for the fire resistance of exterior walls shall not be permitted (Type IIA, IIIA, and VA). e. For interior nonbearing partitions in Type IV construction, also see Section 602.4.6. f. Not less than the fire -resistance rating based on fire separation distance (see Table 602). CONSTRUCTION TYPE GROUP TYPE Table 602 Fire -Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distances FIRE SEPARATION DISTANCE (feet) WALL RATING REQUIRED a,d WALL RATING PROVIDED O.K., COMMENT or NIA < 5° •5 <10 • 10 < 30 • 30 a. Load -bearing exterior walls shall also comply with the fire -resistance rating requirements of Table 601. b. Group R-3 and Group U when used as accessory to Group R-3, as applicable in Section 101.2 shall not be required to have a fire -resistance rating where fire separation distance is 3 feet for party walls. c. See Section 503.2 for party walls. d. See Appendix D for Fire District. 2000 Plan Review Forms Page 4 of 60 PROJECT PLAN REVIEW 2000 International Codes PLAN REVIEW NO. PLAN REVIEW WORKSHEET FIRE PROTECTION REQUIREMENTS TABLE 704.8 EXTERIOR WALL OPENINGS FIRE SEPARATION DISTANCE (ft) UNPROTECTED OPENING AREA PROTECTED OPENING AREA UNITY CHECK (i) O.K., COMMENT or NIA Allowable' (au) Actual (Au) Allowable' (a) Actual (A) 0 to 30-b Not Permitted 9 Not Permitted Greater than 3 to 5 b, r Not Permitted b. a 15% Greater than 5 to 10 b, d, r 10%e 25% Greater than 10 to 15 b, C. d, r 15%9 45% Greater than 15 to 20 °, r 25%9 75% Greater than 20 to 25 ° r 45%0 No Limit Greater than 25 to 30 c, r 700/6e No Limit Greater than 30 No Limit I No Limit a. Values given are percentage of the area of the exterior wall. b. For occupancies in Group R-3, as applicable in Section 101.2, the maximum percentage of unprotected and protected exterior wall openings shall be 25 percent. c. The area of openings in an open parking structure with a fire separation distance of greater than 10 feet shall not be limited. d. For occupancies in Group H-2 or H-3, unprotected openings shall not be permitted for openings with a fire separation distance of 15 feet or less. e. For requirements for fire walls for buildings with differing roof heights, see Section 705.6.1. f. The area of unprotected and protected openings is not limited for occupancies in Group R-3, as applicable in Section 101.2, with a fire separation distance greater than 5 feet. g. Buildings whose exterior bearing wall, exterior nonbearing wall and exterior structural frame are not required to be fire -resistance rated shall be permitted to have unlimited unprotected openings. h. Includes accessory buildings to Group R-3 as applicable in Section 101.2. I. Allowable area of opening A + A. < 1.0 (Equation 7-2) a a. where: A = Actual area of protected openings, or the equivalent area of protected openings Ae (See Section 704.7). a = Allowable area of protected openings. k = Actual area of unprotected openings. a„ = Allowable area of unprotected openings. 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 (hours) ASSEMBLY RATING PROVIDED OPENING PROTECTION ASSEMBLY OPENING RATING PROVIDED O.K., COMMENT or N/A (hours) Fire walls and fire barriers having a required fire -resistance rating greater 4 3 3 3b than 1 hour 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 Other fire barriers 1 3/4 Fire partitions: Exit access corridor enclosure wall 1 0.338 Other fire partitions 1 3/4 Exterior walls 3 3/4 2 1 1/2 1 3!4 a. For testing requirements, see Section 714.2.3. b. Two doors, each with a fire -protection rating of 1.5 hours, installed on opposite sides of the same opening in a fire wall, shall be deemed equivalent in fire - protection rating to one 3-hour fire door. EXTERIOR FIRE WINDOW ASSEMBLIES (Section 714.3.7) WALL RATING (Hr.) REQUIRED OPENING RATING (Hr.) ACTUAL OPENING RATING (Hr.) O.K., COMMENT or N/A >1 a. b 1 1/2 1 a, c 3/4 note d 314 a. Located In wall required by Table 602 to have a fire -resistance rating. b. Required by 704.12 to be protected. c. Required by 704.8 to be protected. d. Required by 704.8, 704.9, and 704.10 to be protected. 2000 Plan Review Forms Page 6 Of 60 O X x N x m M co PLAN REVIEW 2000 International Codes PROJECT PLAN REVIEW PLAN REVIEW WORKSHEET EXIT REQUIREMENTS EXIT WIDTH USE GROUP OR SPACE DESCRIPTION (a) (b) (c) EXIT WIDTH (in)2.3,4,1,6 AREA' sq. ft. AREA' PER OCCUPANT (TABLE 1003.2.2.2) EGRESS WIDTH PER OCCUPANT (TABLE 1003.2.3) REQUIRED WIDTH (SECTION 1003.2.3) (a T b) x c ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL See Table 1003.2.2.2 to determine whether net or gross area is applicable. See definition "Area, Gross" and "Area, Net" (Section 1002) 2 Minimum stairway width (Section 1003.3.3); minimum corridor width (Section 1004.3.2.2), minimum door width (Section 1003.3.1) 3 Minimum width of exit passageway (Section 1005.3.3) ° See Section 1003.2.2.7 for converging exits. 5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1003.2.3). 6 Assembly occupancies (Section 1008) NUMBER AND ARRANGEMENT OF EXITS FLOOR, ROOM OR SPACE DESCRIPTION MINIMUM' NUMBER OF EXITS TRAVEL DISTANCE ARRANGEMENT MEANS OF EGRESS"' (SECTION 1004.1) REQUIRED (SECTION 1005.2.1) SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE (TABLE 1004.2.4) ACTUAL TRAVEL DISTANCE SHOWN ON PLANS REQUIRED DISTANCE BETWEEN EXIT DOORS ACTUAL DISTANCE SHOWN ON PLANS 1 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 O X A N 2 m m N PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 503 Building Height & Area 104.11 Alternate Materials & Alternate Methods of Construction 106 Construction Documents 106.2 Site Plan Ch. 34 Existing Building 3406.1 Historic Building App. D FIRE DISTRICT REQUIREMENTS 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 404.2 Uses of Atrium Floor 404.3 Automatic Sprinklers 404.4 Smoke Control (See 909) 404.5 Enclosures 404.6 Smoke Detectors (See 907.2.13) 404.7 Standby Power 907.1.13 Smoke Detection 909 Test of Smoke Control Systems 404.8 Interior Finish CODE SECTION ITEM O.K., COMMENT OR NIA 404.9 Maximum Travel Distance 405 Underground Buildings 905.3.6 Standpipes Required fo Underground Buildings 412.4 Aircraft Paint Hangers 413.1 High Piled Storage - IFC 413.2 Attic or Underfloor Storage 416 Application of Flammable Finish 417 Drying Rooms 418 Organic Coatings 3102 Membrane Structures 505.2 Mezzanine - Maximum Area 505.4 Mezzanine - Openness 601 Building Construction Classification 602 & 603 Partition Required by Type of Construction 602.1.1 Mixed Types of Construction 704 Exterior Walls 705 Fire Walls 710 Horizontal Assemblies 712 Joints in Fire Resistant Systems 713.6 & 710.3.2 Exceptions to Fire Resistance 706, 708, & 709 Fire Barriers, Fire Partitions, and Smoke Barriers 706.3, 708.3 Fire Resistance - Fire Banners and Fire Partitions 708.1 Fire Partitions - Dwelling Unit and Corridor Wall 704.9 Openings above another 2000 Plan Review Forms Page 8 of 60 G) m z m r X m A C X m m z ur PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR NIA T714.2 Opening Protection for Interior Walls 714 Fire Windows/Doors & Shutters 707 Shaft Enclosure 707.4 Shaft Enclosure Construction 707.3 Shaft Wall Construction Type 707.11 707.12 Enclosures at Bottom & Top 707.13 Refuse & Laundry Chutes 716 Fireblocking & Draftstopping 711 Penetrations 716.5(4) Utilities in Fire Rated Assemblies in Type I & II 603 Combustible Materials in Type I and Type II Construction 803.4 Interior Finish Requirements 803.5 Carpet on Walls & Ceilings 803.6 Expanded Vinyl Wall Coverings 804.4 Floor Finish Type I or II Construction 903.3.1 Sprinkler Systems 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 1003.2.5.1 Objects Protruding from Ceiling 1003.2.7 Elevation of Less than 12 inches Ramped in Means of Egress 1003.2.8 Means of Egress - Continuous and Width not Reduced 1003.3.1.5 Landings at Doors 1003.3.3.6 Maximum Distance Between Landings CODE SECTION ITEM O.K., COMMENT OR NIA 1004.2.3 Egress Through Intervening Spaces 1004.3.2.4 Exit Access Corridor Not Used as Plenum 1005.1 Exits Not Used for Other Purposes 1005.2.3 Exits Continuous to Exit Discharge 1005.3.4.1 Opening Limited to the Purposes of Exiting 1006.1 Exit Discharge Outside at Grade 1301 Documentation That the Building Meets the IECC 1406.2.2, 1406.3 Architectural Trim, Balconies, Bay Windows 1507 Roof Coverings 1504 Performance of Roof Coverings 1505 Roof Covering Classification 1503.4.1 Gutters & Leaders 1509.2.1 Penthouse & Roof Structures 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 2405 Sloped Glazing & Skylights 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 G) m z m F X m O c m m 3 m z CA PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE SECTION ITEM O.K., COMMENT OR NIA 2609 Light Transmitting Plastics - Roof Panels 2610 Light Transmitting Plastics - Skylights 3105 Canopies on Exterior Walls 2603 Foam Plastic (See Also 805.3) 718 Thermal- and Sound- Insulating Materials 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 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 CHAP. 30 Elevator Requirements 2406 Glazing 1507 Installation of Roof Coverings 2000 Plan Review Forms Page 10 of 60 PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code ACCESSIBILITY FOR PEOPLE WITH PHYSICAL DISABILITIES CHAPTER 11, ANSI A117.1 CODE SECTION ITEM O.K., COMMENT OR NIA Chapter 11 - IBC 1101 Where Applicable 1103.2 General Exceptions to Accessibility 1104 Accessible Routes 1105 Accessible Entrances 1106 Parking and Passenger Loading Facilities 1107 Special Occupancies 1108 Other Features and Facilities 1109 Signs 1003.2.13 Accessible Means of Egress 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 A117.1 101 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 309 Controls & Operating Mechanisms 402 Accessible Route 403 Walking Surfaces 404 Doors 405 Ramps 406 Curb Ramps 407 Elevators 408 Wheel Chair and Platform Lifts 502 & 503 Parking & Passenger Loading Zones 504 Stairs 505 Handrails 506 Windows 602 Drinking Fountains & Water Coolers 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 Q m z m F m m A c X m 3 m z PROJECT PLAN REVIEW NO GENERAL REQUIREMENTS 2000 Intentional Building Code CODE ITEM O.K., SECTION COMMENT OR NIA 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 BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A Table 503 Building Height and Area 504 Height Modifications 505 Mezzanines 508.4 Special Unlimited Height 506 Area Modifications 302.3 Mixed Occupancy Separation 302.2 Accessory Use Areas 302.1.1 Incidental Use Areas 411.3 Special Amusement Buildings - Automatic Fire Detection 412.1 Air Traffic Control Towers 903 SPRINKLERS WHERE REQUIRED N/A 903.2.12.1 Basements > 1500 sq ft 903.2.12.3 Buildings Over 55 Feet in Height 507.2, 507.3 Unlimited Area Table 601 Note d Reduction of Hourly Ratings with Sprinklers 603.1(8) Partition Material Exception for Type I and Type II Construction Table 1004.3.2.1 Exit Access Corridor Rating Table 803.4 Interior Finish Classification 907.2.2 Fire Alarms With Occupant Load of 500 or more 1004.2.4 Exit Access Travel Distance 903.3.1 Sprinkler Standard NFPA 13 905 STANDPIPES WHERE REQUIRED N/A 905.2 Standpipe Standard NFPA 14 905.3.1 Building With Floors 30 ft above Fire Department Vehicle Access CODE ITEM O.K., SECTION COMMENT OR N/A 905.3.2 Building With Story> 10,000 sq It and > 200 ft travel to Fire Department Vehicle Access 905.4 - 905.6 Hose Connection Location 905.9 Valves Controlling Water Supply 1001 EGRESS GENERAL 1003.2.3 Exit Capacity • Occupant Content 1003.2.2.7 Converging Exits 1004 Travel Distance & Arrangement of Exits Table 1004.2.1 Two Exits (Room or Tenant Space > 50 Occupants or travel > than 1004.2.5) 1004.2.5 Common Path of Travel 1004.2.2.1 Exit Separation ('/: Diagonal Dimension of Building) 1004.3.2.2 Minimum Width of Access Corridor 1003.3.3.1 Minimum Stair Width 1003.3.1.1 Minimum Exit Door Width Table 1005.2.2 Single Exit (One Story, 50 Occupants, and 75 ft Travel Distance) Table 1005.2.2 Single Exit (Two Stories, 30 Occupants, and 75 ft Travel Distance) 1007.1 Boiler, Incinerator or Furnace Rooms 1007.2 Refrigeration Machinery Rooms 1004.3.1.1 Aisle Width in Public Areas 1004.3.2.3 Dead End Corridor • 20 ft 1004.3.2 Exit Access Corridors 1004.3.2.1 Corridor Rating 2000 Plan Review Forms Page 28 of 60 PROJECT PLAN REVIEW NO BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 1004.3.2.5 Exit Access Corridor Continuity 1004.2.3.1 Multiple Tenants 1005.3.2.5 Smokeproof Enclosures 1003.2.2.8 Mezzanines 1005.3.2 Enclosed Stairs 707.2(7) Floor Opening Permitted 1005.3.6 EXTERIOR EXITWAY STAIRS N/A 1005.3.6.1 Height • 6 Stories • 75 ft 1004.2.4.2 Balcony Travel Distance Increase 1005.3.6.5 Fire Resistive Separation 1006.2.2 Adjacent Lot Lines 1003.3.3.5 STAIRWAY CONSTRUCTION N/A 1003.3.3.5 Stairway Construction 1003.3.3.3.2 Closed/Open Risers 1005.3.2.2 Separation of Closets Below Stairways 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge 1003.3.3.3 Stair Treads and Risers 1003.3.3.3.1 Uniform Treads and Risers 1003.3.3.7 Circular Stairs 1003.3.3.4 Landings 1003.3.3.11 Handrails 1003.3.3.2 Headroom 1003.3.3.12 Access to Roof 1005.3.5 Horizontal Exits 1006 Exit Discharge 1003.3.1.3.4 Access -Controlled Egress Doors CODE SECTION ITEM O.K., COMMENT OR N/A 1003.3.1.3.5 Security Grilles 1003.3.1.8 Latching and Locking Hardware 1003.3.4 Ramps 1004.3.3 Balconies 1003.2.12 Guards 1003.2.10 Exit Illumination and Signs 1005.3.2.4 Stairway Floor Number Signs 2000 Plan Review Forms Page 29 Of 60 v PROJECT PLAN REVIEW NO BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Code INTERIOR FINISH INTERIOR FINISH SECTION 803.4 UNSPRINKLERED ° SPRINKLERED REQUIRED ACTUAL O.K., REQUIRED ACTUAL O.K., COMMENT COMMENT OR NIA OR NIA Vertical Exits and Exit A B Passageways 1-1 Exit Access Corridors B C and Other Exitways Rooms and Enclosed C C Spaces` Floor Covering 0.22 watt/ 0.22 watt/ Corridors & Exits sq cm. sq cm. a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.3.1. b. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. C. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Applies when the vertical exits, exit passageways, exit access corridors or exitways, or rooms and spaces are protected by a sprinkler system installed in accordance with Section 903.3.1.1 or Section 903.3.1.2. 2000 Plan Review Fors Page 30 of 60 R. L. Payne and Associates, Inc. Transmittal Letter Architecture, Planning, Interior Design, & Graphics PROJECT: Brazos Valley Bank Building - Graham Corner Plaza ARCHITECT'S College Station, Texas PROJECT NO: 13.2003 TO: Copy Corner DATE: 0719/05 College Station, Texas IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY OUR OFFICE. ATTN: Keith IF CHECKED BELOW PLEASE: Return enclosures to us WE TRANSMIT x❑ Herewith In accordance with your request FOR YOUR: xj Approval x❑ Review & comment Information, Record, Use THE FOLLOWING: x0 Drawings Q Specifications ❑ Shop Drawings ❑ Product Literature ❑ Samples El Other COPIES DATE DESCRIPTION ACTION CODE 3 Each 06/27/05 Plans and Specifications Building Shell ACTION A - No action required CODE: B - See REMARKS below REMARKS: Dear Chris: I am submitting Plans and Specifications for the Building Shell Permit on the Brazos Valley Bank Building. Please call if you have any questions. Thank you, COPIES TO: File BY: Robert Payne 1509 Emerald Parkway, Suite 104 - College Station, Texas 77845 - (979) 696-7272 Fax (979) 696-8114 www.rlpayne.com 0 ADDENDUM NO. ONE July 13 ,2005 �e Brazos Valley Bank Building ,p 4 C. COLLEGE STATION, TEXAS .0 PROJECT NO. 13.2003 !4A R.L. Payne & Associates, Inc. 1509 Emerald Parkway, Suite 104 College Station, Texas 77845 NOTICE TO ALL BIDDERS: This Addendum forms a part of the Contract Documents and modifies the original Specifications and Drawings, issued for Bids, June 27, 2005, to the extent noted herein after. Careful note of this Addendum shall be taken by all parties of interest so that proper allowance is made in all computations, estimated and contracts and so that all trades affected are fully advised in the performance of work that will be required by them. The Addendum supersedes all previous Drawings, Specifications, Addendum and instructions pertaining to these items. I. SPECIFICATIONS Item No. 1 Refer to Section 00020-1, Advertisement for Bids 1.1 Change the Bid Date from Thursday, 14 July 2005 to the new Bid Date of Thursday, 28 July 2005 at 4:00 PM CST. 1.2 Loose copies of the Bid Forms will be available at the Pre- Bid Conference. Item No.- 2 , Pre -Bid Conference : A pre -bid conference will be held at the Architect's office on Tuesday, 19 July 2005 at 3:00 pm CST. End Of Addendum Number One ADDENDUM NO. ONE i PAGE 1 (*tl"" CITY OF COLLEGE STATION Planning & Development Services 5 August 2005 Robert Payne, AIA 1509 Emerald Parkway, Suite 104 College Station, TX 77845 Via Fax Copy To: 979.696.8114 RE: Brazos Valley Bank Robert: I have completed the building 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, the code section for the respective comment has been provided. 1. A completed building permit application must be submitted to this office prior to permit issuance. 2. Please confirm proposed building construction type - plan review assumed type II-B. Submit statement of special inspections, including a complete list of material and work requiring special inspections, the inspections to be performed and a list of the individuals, approved agencies or firms intended to be retained for conducting such inspections. (See Section 1704.1.1, 2003 IBC). 4. Submit fire sprinkler plans to this office for review prior to installation of sprinkler system. 5. Submit fire alarm plans to this office for review prior to installation of alarm system. 6. Submit energy code compliance information for mechanical equipment and building envelope in compliance with 2003 IECC: . 7. Provide backflow preventor and water pressure reducing valve for domestic water supply per Section 604.8, 2003 IPC. 8. Please correct the door schedule to reflect the proper fire rating on doors in stair shafts (a one hour fire rating is required per Table 715.3, 2003 IBC). P.O. BOX 9960 • 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3570 www.csb(.gov Plan review comments - Pg. 2 9. Designate "van accessible" parking spaces (note #42 on sheet C-1 does not distinguish between a standard accessible parking space and a van accessible parking space). 10. Provide stair details, including tread depth, riser height, nosing information, handrail information, guardrail information, etc. 11. Provide information on class I standpipe system per Section 905.3.1, 2003, IBC. 12. Provide cleanout location for building sewer per Section 708.3.2, 2003 IPC. 13. Provide information (type, location, etc.) on pressure reducing valve and backflow prevention device for domestic water line per Section 604.8, 2003 IPC. 14. Provide locations of safety glazing per Section 2406, 2003 IBC. 15. Provide second exit access doorway from mechanical penthouse per Section 1014.3, 2003 IBC. Please respond to the comments at your convenience. Should you have questions or need clarification concerning any of the items, I may be reached at 979.764.3741. Sincerely, Chris Haver, CBO Building Official RE: Brazos Valley Bank Robert: I have completed the building 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, the code section for the respective comment has been provided. 1. A completed building permit application must be submitted to this office prior to permit issuance. 2. Please confirm proposed building construction type -plan review assumed type 11-B. 3. Submit statement of special inspections, including a complete list of material and work requiring special inspections, the inspections to be performed and a list of the individuals, uppruvcd agencies or finis intended to be retained for conducting such inspections. (See Section 1704.1.1, 2003 IBC). 4. Submit fire sprinkler plans to this office for review prior to installation of sprinkler system. 5. Submit fire alarm plans to tlus office for review prior to installation of alarm system. b. Submit energy code compliance inf-bmiation for mechanical equipment and building envelope in compliance with 20031ECC. 7. Provide backflow prcvelltt►1 tUld WLftr pressure reducing valve for domestic water supply per Section 604.8, 2003 IPC. 8. Please correct the door schedule to reflect the proper fire rating on doors in stair shafts (a one hour fire rating is required per Table 715.3, 2003 IBC). 1'.0, BOX 9960.1101 "tLY- SAVENUE COLLEGE STATION • TEXAS 1 77842 979.764.3570 www.c5tx.90v W03 QdVGNd1S 3QOW NO i-16S3d Z0 (S)3JGd 9E :001:00 NOIivanQ PTT89696 3WdN/'ON Xtid 0E:9T b0/80 3WI1`31dQ ELOZbEI' OHS # *d3S 0L96VH6L6 131 96bEb9L6L6 Xdd 63S 1N3Wd0_13A3Q S000 3WdN T6:9T 500Z00/80 3WI1 i6Od38 N0Ild0I3Id3A NOISSIWSNV6i l501 .�r&�EeOSMN ,PROJECT � PLAN REVIEW NO QW BUSINESS O CUPANCY REQUIREMENTS 2000 International Building Code ?6 J CODE SECTION ITEM O.K., COMMENT OR NIA Table 503 Building Height and Area 0 504 Height Modifications 505 Mezzanines 508.4 Special Unlimited Height 506 Area Modifications 302.3 Mixed Occupancy Separation 302.2 Accessory Use Areas 302.1.1 Incidental Use Areas Q 411.3 Special Amusement Buildings - Automatic Fire Detection N 412.1 Air Traffic Control Towers � 903 SPRINKLERS WHERE REQUIRED WA 903.2.12.1 Basements > 1500 sq ft 903.2.12.3 Buildings Over 55 Feet in Height 507.2, 507.3 Unlimited Area Table 601 Note d Reduction of Hourly Ratings with Sprinklers 603.1(8) Partition Material Exception for Type I and Type II Construction Table 1004.3.2.1 Exit Access Corridor Rating Table 803.4 Interior Finish Classification 907.2.2 Fire Alarms With Occupant Load of 500 or more 1004.2.4 Exit Access Travel Distance 903.3.1 Sprinkler Standard NFPA 13 905 STANDPIPES WHERE REQUIRED 905.2 Standpipe Standard NFPA 14 905.3.1 Building With Floors 30 ft above Fire Department Vehicle Access 2000 Plan Review Forms CODE ITEM O.K., SECTION COMMENT OR NIA 905.3.2 Building With Story> 10,000 sq ft and > 200 ft travel to Fire Department Vehicle Access 905.4 - 905.6 Hose Connection Location 905.9 Valves Controlling Water Supply 1001 EGRESS GENERAL 1003.2.3 Exit Capacity • Occupant Content n 1003.2.2.7 Converging Exits 1004 Travel Distance & Arrangement of Exits V�- Table 1004.2.1 Two Exits (Room or Tenant Space > 50 Occupants or travel ' / lA > than 1004.2.5) /" R 1004.2.5 Common Path of Travel 1004.2.2.1 Exit Separation ('/s Diagonal u Dimension of Building) 1004.3.2.2 Minimum Width of Access Corridor Q� 1003.3.3.1 Minimum Stair Width 1003.3.1.1 Minimum Exit Door Width Table 1005.2.2 Single Exit (One Story, 50 Occupants, and 75 ft Travel I Distance) Table 1005.2.2 Single Exit (Two Stories, 30 Occupants, and 75 ft Travel r I Distance) 1007.1 Boiler, Incinerator or Furnace Rooms 1007.2 Refrigeration Machinery Rooms 1004.3.1.1 Aisle Width in Public Areas 1004.3.2.3 Dead End Corridor • 20 ft 1004.3.2 Exit Access Corridors 1004.3.2.1 Corridor Rating t Page 28 of 60 .t; PROJECT PLAN REVIEW NO BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 1004.3.2.5 Exit Access Corridor Continuity 1004.2.3.1 Multiple Tenants 1005.3.2.5 Smokeproof Enclosures 1003.2.2.8 Mezzanines 1005.3.2 Enclosed Stairs JV, 707.2(7) Floor Opening Permitted 1005.3.6 EXTERIOR EXITWAY STAIRS N/A 1005.3.6.1 Height • 6 Stories • 75 ft 1004.2.4.2 Balcony Travel Distance Increase 1005.3.6.5 Fire Resistive Separation 1006.2.2 Adjacent Lot Lines 1003.3.3.5 STAIRWAY CONSTRUCTION N/A 1003.3.3.5 Stairway Construction 1003.3.3.3.2 Closed/Open Risers 1005.3.2.2 Separation of Closets Below Stairways 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge VV/ 1003.3.3.3 Stair Treads and Risers 1003.3.3.3.1 Uniform Treads and Risers NV 1003.3.3.7 Circular Stairs 1003.3.3.4 Landings 1003.3.3.11 Handrails 1003.3.3.2 Headroom i003.3.3.12 Access to Roof 1005.3.5 Horizontal Exits 1006 Exit Discharge 1003.3.1.3.4 rAControlled Egress 2000 Plan Review Forms CODE SECTION ITEM O.K., COMMENT OR N/A 1003.3.1.3.5 Security Grilles 1003.3.1.8 Latching and Locking Hardware 1003.3.4 Ramps 1004.3.3 Balconies 1003.2.12 Guards 1003.2.10 Exit Illumination and Signs 1005.3.2.4 Stairway Floor Number Signs Page 29 of 60 a - PROJECT PLAN REVIEW NO BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Code INTERIOR FINISH INTERIOR FINISH SECTION 803.4 UNSPRINKLERED° SPRINKLERED° REQUIRED ACTUAL O.K., REQUIRED ACTUAL O.K., COMMENT COMMENT OR NIA OR NIA Vertical Exits and Exit A B Passageways 8.b Exit Access Corridors B C and Other Exitways Rooms and Enclosed C C Spaces` Floor Covering 0.22 watt/ 0.22 watt/ Corridors & Exits sq cm. sq cm. a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.3.1. b. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. C. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Applies when the vertical exits, exit passageways, exit access corridors or exitways, or rooms and spaces are protected by a sprinkler system installed in accordance with Section 903.3.1.1 or Section 903.3.1.2. 2000 Plan Review Forms Page 30 of 60 W c v, z m y N (k,4,q-�City of College Station Page of � Building Inspection Department PLANS EXAMINATION REPORT Address: Date: } 0� Project Name: Drawing Number • • uestions or Comments 1/_� • . ' ® • • " __� • / LitWA- Received