Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CNEW2007-03385
Ole- 3 k!57 3 vl�s-3za(lP cfe ) Date Permit # Project Name COMMERCIAL CO Planning I (Lindsay Boyer, Jennifer Prochazka Jennifer Reeves, Crissy Hard, Jason Schubert, Grant Wenccl, Molly Hitchcock) Bridgette George Development Engineers 1�1 (Alan Gibbs, Josh Norton, Carol Cotter) City Engineer (Bob Mosley, Jerry Jones, John Logan, Robert Bumpurs, William Ethridge) Environmental Services il1�Ny (Eaphrame Thomas, James Boykin, Pete Garcia) Fire Department (Eric Hurt, Eric Dotson, Jerry Duffey, Steve Smith) Drainage (Donnie Willis) Public Works - Sanitation (Wally Unutia) Electrical Services (Tony Michalsky) Water/Wastewater Services (Joe Mike Garcia, Paul Schoenfeld, Mitchell Carson) Miscellaneous Notes WF1104828 / 001 City of College Station PAGE 1 REQ. DATE: 10/23/08 \ 10/23/08 8:34:00 LOCATION: 1001 EAGLE AVE LOC ID: 209908 EXT. ADDR.: CREEK VIEW ELEMENTARY REF NBR: REQUESTOR: PEPPER LAWSON CONSTRUCTION ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: 6" �SWR 4" WTR ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 10/23/08 SCHED COMPLETION: 10/23/08 ******************************************************************************** JOB ORDER RESULT CONII =S 10/13/2008 15:54 9726361300 FIVE STATE HELICOPTR PAGE 01/04 SeSTATE HELICOF, RS, INCE b _ OFC (972)636-4009 LINDA NORMAN MBL (214) 212-6062 V.P./Marketing FAX (972) 636-1300 LINDA@SSTATE.COM Fax/"""\Sheet IF YOU TKO NOT RECEIVE PAGES INCLUDING THIS PAGE PLEASE CALL THE OFFICE AT 972-636-4009 OFFICE FAX 972-636-1300 CONFIDENTIALITY NOTICE - The documents accompanying this facSMIe transmission contain confidential infor=tion, The, infor►natlon is intended only for the use of The indlvidual(s) or entity named above. If you are not the recipient, you om notified that any disclosure, copying, distribytion, of the taking of any action in reliance on the contents of this inforittat;on is not permissible. If you have received this fux in error, please immedir 01y no-Ti fy us by telephone at the number above to arrange for the r aturn of the original documents, Thank your, 10/13/2008 15:54 9726361300 FIVE STATE HELICOPTR PAGE 02/04 5-State Helicopters, Inc. 285 Blackland Rd. Royse City, Texas 75189 Brad Ladue Linda Norman 972-636-4009 Office 972-636-1.300 Fax City OF College Station', Texas Attention: Mr. Lance Simms Aircraft Information: SIKOR.SKY S-58T: N # N4XY OR N6BL STANDARD CATEGORY Faxed with this letter are maps with the location, dates, and time of a exte.mal load project that is being done by, 5-STATE HELICOPTERS, INC. This letter is to make sure that there is no restrictions for a helicopter landing in the city limits of College Station, Texas . The city gives 5-State Helicopters, Inc_ permission to provide security at the site to exclude unauthorized persons from the helicopter lifting site. The city give permission. to land at the below .location. Could you please sign and fax back to 972-636-1.300. Location of lift: NEW CONSTRUCTION ELEMENTARY SCHOOL 1001 Eagle Ave. College station, Texas 77845 Date of time of I i.f1: 10-17-2008 approximately 9:00 am; — 1,9= 00 PLEASE FEEL FREE TO CONTRACT ME AT THE FOLLOWING NUMBER. WITH ANY QUESTIONS AND / OR CONCERNS THAT YOU MAY HAVE. 972-636-4009 SINCERELY, LINDA NORMAN APPROVED BY A e t1p15 HAVE a DATE o f �a FAX BACK TO 972-636-1300 10/13/2008 15:54 9726361300 FIVE STATE HELICOPTR PAGE 03/04 l"' `.c��:'..�"i��.�; � -. _•..::.,.,: •,"� 1.547• . •/.y/• .t� `CSC I�\�� --- ....---... S --•—r 5-STATE HELICOPTERS, INC ;.e sA&� j ai. �urs • , � I ......... . g :• •... .. W CONSTRUCTION ELEMENTARY SCHOOL .. ......... `, �:.: '::.: 1001 EAGLE AVIr. COLLEGE STATION, TX 77845 Jti ' .o ci �N W96° 17.568' DATE, OF LIFT: 10- 17-2008 'TIME: 9:00 A.M., t8' ..... .. C' • oppe .. ... .. HELICOPTER WILL NOT BE i �;�-,�,•^3 e MORE THAN 100 FT. ABOVE k �" A ONE. STORY SCHOOL PILOT WILL BE 1N CONTACT WITH EASTERWOOD FIELD CONTROL TOWER r —... - icker , 49 o� o or 2001 be� c Strcct Atlas USA; P.;0 ] GD'f, lnt,. -1/2001 Mon Oct 13 15:59 2008 Local Road Small Town Scale 1:62,500 (at center) Major Connector Large City 4-10�01A----, 1 Mlles State Route Airfield I 2 km Trail Park/Reservation ©� Interstate/Limited Access Schad Service Airport Exit Locale 4-4— Railroad Railroad Abandoned 0 Point of Interest County Boundary LN 0.100 V,,Lumc, Strcct Allma 111A:02001 Mag 14.00 Mon Oct 13 ISA7 2008 Scale 1-31,250 (at center) 2000 Feet _..i 1000 Meters Rel, Looal Road Major Connector State Route Trail ©Interstate/Limited Access +- Railroad ® Locale Population Center — -- -- River/Canal .......... ... .. Intermittent River ....:.:::.......... :. TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ----------------------------------------------------------------------•------ Application Number 08-00000366 Date 2/06/08 Application pin number . . . 138636 Property Address . . . . . . 1001 EAGLE AVE Property ID: 005401-0064-0000. Application type description TEMP POLE Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . ADMIN. PROFESSIONAL Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ COLLEGE STATION ISD PEPPER-LAWSON CONSTRUCTION 1812 WELSH AVE # 120 4555 KATY HOCKLEY COLLEGE STATION TX 778404800 KATY TX 77493 (281) 371-3100 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit pin number . 549915 Permit Fee . . . . .00 Issue Date . . . . 2/06/08 Valuation . . . . 0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------=---------------------------------------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 --------------------------------------------------- - -- -- --=----------- BUILDING DEPT R.PtESENTATIVE: 0504=2 /� WFl002717 / 001 City of College Station PAGE 1 REQ. DATE: 02/07/08 0 02/07/08 11:46:49 LOCATION: 1001 EAGLE AVE LOC ID: 209908 EXT. ADDR.: CREEK VIEW ELEMENTARY REF NBR: REQUESTOR: PEPPER-LAWSON CONSTRUCTION ORIGIN: CUSTOMER -WALK IN REQ USER: KWOLFE AUTH USER:KWOLFE WRK TYPE: TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 02/07/08 SCHED COMPLETION: 02/07/08 ******************************************************************************** JOB ORDER RESULT COMMENTS Application for Noise Ortlinan►ce Exemption Planning & Development Services Department CLTY OF COLLWF Sr MN 1101 Texas Ave. College Station, TX 77840 979.764.3570 — phone 979.764.3496 — fax Project Information Name: �' e e U kJ 15-% ry e iJ 71-a �- Location: / rJ D I G /e v e Applicant Information Name: : r- Gd Address: fie o oe Ga �✓s a.Y /'onrs /o v c eve_ . i o - City, State, Zip: t A—""" 77_ 77 ys- Phone: Mobile a d%/— 7�3- pis 5' f": 979- � 70- Date(s) of Proposed Concrete Pour: ;F-i, k .e a y 0� Desired Starting Time: S!' 0 0 x, yrj. Size of Proposed Pour Cubic yards: Q ,r/s_ Surface area: J o 0 0 I hereby make application to the City of College Station, ,for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above, I certify that the above statements are true and correct I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Siganture; Printed Name: r L au Date: Kp -- /9 - OS Note: The Buildi*9 Official may, at his discretion, require additional information (such as project prox'nt ty to residential, property, methods of notifying ueighborim property, etc.) as part of this application 4��♦�����tr♦�H��*�������t•NO�tN1���♦♦�������tl�����♦♦1�����tr��N�fr Official e Building Department Representative: Comments: Date: ' Q Z'd 8L8£-6L£-68Z ueWU!d ena}S eM90 90 66 cif WFI047041 / 001 City of College Station PAGE 1 REQ. DATE: 06/16/08 06/16/08 15:50:10 LOCATION: 1001 EAGLE AVE LOC ID: 209908 EXT. ADDR.: CREEK VIEW ELEMENTARY REF NBR: REQUESTOR: CITY OF COLLEGE STATION ORIGIN: CUSTOMER -WALK IN REQ USER: ACARTER AUTH USER:ACARTER WRK TYPE: 1001 EAGLE AVE ******************************************************************************** TEMP POLE PASSED - 2ND ON SITE ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 06/16/08 SCHED COMPLETION: 06/16/08 ******************************************************************************** JOB ORDER RESULT CON14ENTS 06/25/2008 10:25 19798232659 BRAZOS PAVING PAGE 02/02 Application roar .Noise Ordinance Exemption Planning & Development Ser0ces Departmat 0rrrrarCoL=R51=aK 1101ToxasAve. CoUege Stafto:a, TX 77840 -979-764.9570 — Phone 979,764.34,96 -• fox Project Worrwation ' Name: Location AppUcftt xnformatlon City, State, Zip: - 41 77WE& l tame: ? • ` Mobile: qZf . -VI.Z ` 141E :' c • $ M.socr.,anckaa't Date(s) ofFrolrosed Concrete Pouw:. Desired Starting Time, �'4D's9.►'F-7 . Size of Proposed Pour Cabxo yax45: SD C, Surface area; C�'5120,1 PA•UA-�,rtcbr14 I hereby make appIkatioA to the City of College StWon for an examption to the noisc ordivance. fox tole purposes of concrete riacemmt on the, aate(O and tb=(s) indicated above. JI oerdfy that the above statements axe true and oolxett X uaderstand that opaating beyond the terms of fts application is a vioMoa offhe Code of Ordinances ati,d may result it the issuwa of a citation. A,ppUtant Signature: Printed Name: ])ate. _ Note: The $uril ft Qfcial may, at his disecetioa, require additional Gaon (enah an pmojact prM*nity to rosideatial property, methods of uoW)d" miobodM pr opertp, oto) oz part of this aMUCadon, +r r�t�++a+rr♦nor+����++♦w4�r�.+e�*et;+��rrr�+�iN+N��1i4�+♦++ii1 Buticuttg bap: Coinnky IS; Dane: �-o o?-33 05- . &&"" APPHeation for Noise Ordinance Exemption Planning & Development Services Department .0aroFCoc='s=0K 1101 Texas Ave. College Station, TX 77840 979.764.3670 - phone 979.764.3496 - fax Project Information. Name: Locatioi Applicant Information Nme: Addres. City, S1 Phone: Ir ". Date(s) of proposed Concrete Pour: _ '7^3 O - ©,f Desired Starting Time: _ _ - +i , 1.9 O Size of Proposed Pour Cubic yards: �69 0 Y. Surface area: ,ep d o i hereby make alrplieation to the City of College Station, ;for an ex=ption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. i certify that the above statements are true and correct_ X understand that operating beyond the tams of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: Printed Name: Date: 7o Me, The Budding McW may, at his di=etiox� xequixe additional infix=tion (such as pudect proxWtY to residential property, gods of notifyiug neighboring PzVPeM, oto.) as part of this application. ♦♦+r��1�♦1+♦�N♦+♦1���I���N1t1����������1�♦��♦♦�♦i1t�����1♦�114NN 0�'%ia! Use y Building Department Representative: Comments: Date: ? 7- $ O'S Z00/Z00 'd HH 069 6L6 'ON XVd NOSMV I-dddd3d Yid 66 :80 NOWA00UH/Ur P�PP�R�-LNrl�soN CONS TRV C T/ON, L.P. Fax College Statlon Creek View 1001 Eagle Avenue College Staion, Texas T7845 Mailing: 3515-8 Longmire Dr. #329 College Station, Texas 77845 TEL- 979-690,3056 FAX: 978- 590,9432 Job #18412 Company lfii-�y p Pages: (Including cover sheet) To: C r ` S Date; ©e From: X-'z Fax: '777r 76 1"^,?ff4� ❑Urgent QFYI ❑ For Your Records ❑Please Comment 501ense Reply 3 CC: FILE: 18412 Z00/I00 'd H6 6 069 E 'ON XU . NOSMVI—dddd3d Yob H : 90 NOA/900UH/'Illf 0-33g'15 Application for Noise Ordinance Exemption Planning & Development Services Department CirroFca,LwzsTxnoN 1101 Texas Ave. College Station, TX 77840 979.764,3570 — pbone 979.764.3496 — fax Project Information Name: Location: Creek' MCA) 6-leoweH-74-r ool /e A✓e. Applicant information Name: 7f a.rf L"Kd ly PtOa-le, `dwlan/ Co"ry Z. Address: 0 0 1 Ea g- ' e. f City, State, Lip: CO i i�F r1RF� T,-. / —7 7p yJw Phone: !'2l- (q o - 3 Afr' 6 Mobile: R rl ^ _7 3 3 - f": 97? lc !Qi9—ft?;Z Date(s) of Proposed Concrete Pour. : i 7 — D ,? Desired Starting Time: 7� `D Q R .r-? Size of Proposed Pour Cubic yards: -? D 0 Surface area: X D 0 O I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct I understand that operating beyond the terms of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: Printed Name: Date: 7--�J -©8 Note: The Building OfficW may, at bis discretion, requixe additional information (such as project proximity to zesidentW property, methods of notifying neigbboring property, etc.) as part of this application. ♦�t��t1N�����i�tt��t���1�N������♦♦�♦!11!!�♦IN!!!Nl��1111l��l11♦ O�'ceiat us VA Building Department Representative: Comments: Date: `5"y00 Z'd 8L8£-LL6-L8Z ueWU!d ane}S e0910 80 9 L Inf 07/02/2008 08:35 19798232659 BRAZOS PAVING PAGE 02/02 Application for Noise Ordinance Exemption MAnnixg & Developmeut Services Department C(T OF CouC r 1=0N I XOI Texas Ave. CoUcge StA#off' TX77544 . 979.764.3570 - phtme 979.764.3496 - fax (J Project Tdormation N'atue- Looatior Applie>auat oramaaltlon Name: Address: f City, State, zip: PhOne. • 2 - Mobile: ,�91. �r''/� • `! � '�9" • 8' �, • . ,s-c� timer,, JOIJ C' .aza,� �Au� vrt"01" Date(s) of Proposed Concrete Pour - Desired Starting Time: Size of Proposed Pour Cubic yvds: gay Surface craw X hemb make ' y appJfcatioza to the Cry of College Sto4on for an, exemption to the noise ordinance fox the purposes of eonarete placcmeut On the d4c(s) and ume(s) indicated above. X cartify that the above oatergi,etxts are txu,e and correct. I understand that operating boy(md the terns of this applicatioxx is a vaolad= of the Code of Ordinanme and Wray result in the issuance of a citation AppUcant Sigtxat l re: Prirxted Name: Date: Noto: 'he $ring official may, at bua dbcsedM ix+t'o mvion (scab, as project proxifl ty to To siderdal warty, methods of uotityiong neiAbori" propom eke.) ass part Uf thia appiicatiom 0tt+r��►i�ti�1i�♦`�ttNNt���Nt��*+t��t�NiNtNtt11N+♦4NN 0 xe BuDdintg Dopartmeaat Representative: CotxMeots: Date: �R -O 07/02/2008 08:35 19798232659 BRAZOS PAVING PAGE 01/02 T BRAZOS PAVING, INC. P O. Box 794 Highway 27 West Bryan, TX 77806 Phone 979-822-7605 e Fa>t 979-823-2659 rn r+ClNflll .0 TbAvicrmii7'TAt .f,'W]=F:T 70: ERO COMPANY: DATE: C T.0 112,c 11,0f, Az -? VA—X* NUMBER: TOTAL f4O. PAGES PHONE NUMBER: RE: `// B // URGENT FOR RE1/1EW LEASE COMMENT �" � PLEASE REPLY s Application for Noise Ordinance Exemption Planning & Development Services Department CITY of C LI=p S A71ON 1101 Texas Ave. College Station, TX 77940 979-7643570 — phone 979.7643496 — fax Project Information Name: __- �111 /�ce�'�� L�Ie , e„r e, .� Location: Q o i E a z .,e . Gv /7 Applicant Wormation / Name: L , , Address: a a , �'� l i .0 Za ✓ a. r C��s z City, State, Zap: c_ ¢ f � bey 1l� Phone: 74- (90- "G Mobile: ate%- 7 Date(s) of Proposed Concrete Poor: Desired Starting Time. y.-'9D Size of Proposed Pour Cubic yards: Surface area: I hereby make application to the City of College Station for an exemption to the noise ordinance for the purposes of concrete placement on the date(s) and time(s) indicated above. I certify that the above statements are true and correct. I understand that operating beyond the tezxns of this application is a violation of the Code of Ordinances and may result in the issuance of a citation. Applicant Signature: Printed Name: Date: Note: The Buildioz Official may, at leis discretion, require additional iworrnation (such, as project proximity to residential property, methods of notifying neighboring property, etc.) as part of this application, o,Qici se o y /� 1 Building Department Representative: 11 J Comments: Date: ( O g Z'd gL8£-6L£-lK uewl}Id ena}S eeg:Lo 8o 6o Inf v I�i��►E�'-LA[[�s CONS TRVC 7-ION" ON 0 Company To: / Pages. (Including Cover sheet) c7 0 From Kari Landry Fax: _ 76 Re: A/. .-,, n e _ G 0 "Urgent EIFYI ❑ For Your Records EPlease Comment ❑Please Reply L'j C X LvC/F� L✓�!/.?' t✓R f Occ r .7` T � 1�u 2'r f T�-�dr ivy atfLa' GOO,pe ram_ �-r"o� CC: FILE: Rev. July 6. 2007 6'd 8L8E- LLE- l,8Z ueWP!d ane;S e£910 90 l0 Inr TRANSMISSION VERIFICATION REPORT TIME 07/01/2008 09:03 NAME FAX TEL SER.# 000L5J596800 DATEJIME 07/01 09: 03 FAX NO./NAME 96909432 DURATION 00:00:18 PAGE(S) 01 RESULT OK MODE STANDARD ECM 400'� Garr of cau=Szmcr6 A.ppucation (oar Noise Ordinance Exemption pianning & DeveIopcpent Services Department 1101 Teaaa Ave, C01109e Statiom, TX 77940 979 764.3570 — phone 979.764.3496 — fax Project Information Name: ce"e- Limon: ApPlicaat lin#'ormation Name' 2rA"I A Address: e d City, State, zip: Phone: Date(s) of Proposed Concrete Desired Starting Time: rf -910 'Oe" size of Proposed Pow' Cubic yards: Surface azea: e— Z hereby make application to tha City of College Station for an a emptiom to the Noise ol�diinatice for fT1e purposes of cazacrete lslaceaxxent on the date(s) =d t me(s) indicated above. Z Terrify that the above statements are true and. correct. x understmd lbat operating beypnd the teruas of this a0l'catiou is a v:iolad= of the Code of Ordinances grad may result in the issuance of a citation. Gvl-3�85 OCollege Station Fire Department INSPECTION/TEST REQUEST Address/Location of Inspection/Test: Business/Job Phone: C �-�/�//i-/ �✓ 1��E rl'1 �F�r3�y Applicant Name: Address: Phone: cr/ 7 "d, 6 i " i L( >7 Date of Application: INSPECTION/TEST FEE AMT. DUE DayCare Inspection.........................................................................................................$50.00........................ $ FosterHome Inspection..................................................................................................$30.00........................ $ NursingHome Inspection...........................................................................................$150.00.......................: Health Care Facility Inspection..................................................................................$150.00........................ $ Fire Sprinkler/Standpipe Test, up to 100................................................................$125.00........................ $ Each 100 thereafter, or fraction .........................# heads @$50.00/100 ........................ $ Automatic Hood Fire Extinguisher -Test .....................................................................$50.00........................ $ FuelTank Leak Test......................................................................................................... $100.00 ........................ $ FuelLine Leak Test.......................................................................................................... $100.00 ........................ $ Automatic Fire Alarm System Test, up to 25 devices ......................................... $100-00 ........................ $ Each 100 thereafter, or fraction .................... # devices @$100.00/100 ........................ $ Undergroundfire lines................................................................................................. $100.00 ........................ $ Hospitals initial opening inspection........................................................................ $250.00 ........................ $ Inspections thereafter fall under Health Care Facility inspection Inspections Outside City Limits Standard Fee: x 1.5 = Vehicle Mileage: x 0.505 = Total Travel Time: x 20.00 = Total Inspection Fee: $ rl TOTAL AMOUNT DUE: PLEASE NOTE: Re -tests and re -inspections will be billed at the same rate as the initial test or inspection. White: Applicant Yellow: Fire Marshal Pink: Building b CITY OF-CO11M.STATION RR'PRI9T' . fit CUSTOM EMPT,tiv .- Oper:'',6 SOUTH, Type: -CT Drawn 4. We: `•2/89/89 88 .Receipt • lkmcript on ooantitp�_Amunt 97 AUTO ROOD rTl<ST/881; . To. $silo Tender detail CH PERSONAL CA CASH Total tea&red \,Total payment an9 Trans TRAIN z- 34758 2/09109 -Time: 538.88>r- - S188.88'.�: . PREPARED 4/09/09, 7:50:55 INSPECTION TICKET PAGE 3 City of ------------------------------------------------------------------------------------------------- College Station INSPECTOR: BUILDING INSPECTOR DATE 4/08/09 ADDRESS . : 1001 EAGLE AVE SUBDIV: TENANT, NBR: CREEK VIEW ELEM CONTRACTOR PEPPER-LAWSON CONSTRUCTION PHONE (281) 371-3100 OWNER COLLEGE STATION ISD PHONE PARCEL 005401-0064-0000 APPL NUMBER: 07-00003385 ------------------------------------------------------------------------------------------------ COMMERCIAL, SCHOOLS & OTHER EDUCATION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B130 04 11/19/08 OC BLDG, INSULATION TIME: 17:00 11/19/08 AP November 19, 2008 9:24:49 AM glsouth. UNIT "B" B130 05 11/24/08 RH BLDG, INSULATION TIME: 17:00 11/24/08 AP November 24, 2008 9:17:49 AM glsouth. Section A exterior walls B115 04 12/03/08 DS BLDG, FRAMING TIME: 17:00 12/03/08 AP December 3, 2008 8:15:05 AM kgreen. ASKED FOR LAV AND PLASTER FRAMING 9115 05 12/09/08 RH BLDG, FRAMING TIME: 17:00 12/09/08 AP December 9, 2008 8:07:54 AM kgreen. UNIT A Section "A" B115 06 12/17/08 OC BLDG, FRAMING TIME: 17:00 12/17/08 AP December 16, 2008 1:30:49 PM bcaldwell. Unit D B125 01 / 8/09 I BLDG, FINAL TIME: 17:00 Oq/d°i AP OC April 8, 2009 1: 09:23 PM kgreen. -------------------------------------- COMMENTS AND NOTES-------------------------------- Date: 4/9/2009 Inspection Comments for Finals Permit Year: 7 Permit Number: 3385 Address: 1001 EAGLE AVE Insp. Type Inspection Type Code Description Insp. status B100 BLDG, FOUNDATION -SLAB IC B100 BLDG, FOUNDATION -SLAB IC 13110 BLDG, FOUNDATION -GRADE BEAM IC 13110 BLDG, FOUNDATION -GRADE BEAM IC B115 BLDG, FRAMING IC B130 BLDG, INSULATION IC B130 BLDG, INSULATION IC E100 ELEC, UNDER SLAB IC E100 ELEC, UNDER SLAB IC E100 ELEC, UNDER SLAB IC E130 ELEC, WALL COVER UP IC M105 MECH, CEILING COVER UP IC M105 MECH, CEILING COVER UP IC ` P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P100 PLBG, ROUGH IN IC P105 PLBG, TOP OUT IC P105 PLBG, TOP OUT IC P105 PLBG, TOP OUT IC P105 PLBG, TOP OUT IC P105 PLBG, TOP OUT IC P105 PLBG, TOP OUT IC P120 PLBG, SEWER LINE IC P120 jPLBG, SEWER LINE I IC Page 1 Date: 4/9/2009 Inspection Comments for Finals Permit Year: 7 Permit Number: 3385 Address: 1001 EAGLE AVE Inspection Result Comments 05/13/2008 03:18 PM OC PDA cafeteria and office area. May 5, 2008 8:18:48 AM bcaldwell. Unit A Section "A" sect. D Section A exterior walls Strings On Setbacks O.K. Slab Ground Installed April 11, 2008 2:42:25 PM glsouth. Area #D except kitchen and gym. November 25, 2008 4:42:11 PM gls SECTION A 04/09/2008 04:48 PM OC PDA section A. main trunk . April 11, 2008 2:42:04 PM glsouth. May 2, 2008 12:02:25 PM glsouth. 1st section from trailer not holding 5 05/12/2008 03:35 PM RH PDA Section "c" 02:55 PM RH PDA action c action D and bathroom at Section ;rease trap inspection. op out for Section B #132 and #131 ection A #113 Section B #119 &12( ection B [northeast bathrooms] ection B [2 bathrooms.] econd half of section C, overhead d overflows for sections B, C, and Date: 4/9/2009 Inspection Comments for Finals Permit Year: 7 Permit Number: 3385 Address: 1001 EAGLE AVE Insp. Type Inspection Type Code Insp. status Description P145 PLBG, WALL COVER IC P150 PLBG, CEILING COVER IC P150 PLBG, CEILING COVER IC P150 PLBG, CEILING COVER IC Page 2 119 Date: 4/9/2009 Inspection Comments for Finals Permit Year: 7 Permit Number: 3385 Address: 1001 EAGLE AVE Inspection Result Comments 1 /2 sect. C October 29, 2008 9:34:18 AM glsouth. HAD INSPECTION DONE AT PREVIOUS INSPECTION November 25, 2008 4:43:04 PM glsouth. Page 2b City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M. P O R A R Y Issue Date . . . . . . 4/24/09 Expiration Date 5/25/09 Parcel Number . . . . . 005401-0064-0000 Property Address . . . 1001 EAGLE AVE COLLEGE STATION TX 77845 Subdivision Name . . . Legal Description . . . A005401 R STEVENSON (ICL), TRA CT 64, ACRES 31.63 Property Zoning . . . . GENERAL COMMERCIAL Owner . . . . . . . . . COLLEGE STATION ISD Contractor . . . . . . PEPPER-LAWSON CONSTRUCTION 281 371-3100 Application number 07-00003385 000 000 Description of Work COMMERCIAL, SCHOOLS & OTHER EDUCATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . EDUCATIONAL Flood Zone . . . . . . Special conditions . . 1.Complete sidewalk from eastern side of building to Emerald Dove Avenue. 2.Remove temporary power pole. 3.Complete irrigation system at east side of site by the construction staging area. 4.Remove construction trailer, fencing, storage containers, temporary irrigation lines and other construction equipment and materials. 5.Clean parking areas and site of construction debris and trash. 6.Establish ground cover in all areas disturbed by construction activity. Approved . . . . . . . �414_ ding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL TRANSMISSION VERIFICATION REPORT TIME 04/24/2009 15:43 NAME FAX TEL SER.# 000L5J596800 DATE DIME 04/24 15:42 FAX NO./NAME 96945612 DURATION 00:00:25 PAGE(S) 02 RESULT OK MODE STANDARD ECM 110 1 CITY .OF COLLEGE STATION Planwa g l H' eve rrvi n °SeTvzr s_ Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764,3496 FACSIMILE COVER SHEET Date: # of pages including coven: If you did not receive a complete fax, please call our of fCm, immediately for a new transmittal. TO: Jon N-�1 FAX COMPANY: M FROM: COMPANY: citv of Colle e Station n M-VT (4/24/2009) Christina Court - Re: Calling forC.O. @ 1001 Eagle Ave �— Pa, j From: Jason Schubert To: Boykin, James; Bridges, Erika; Carson, Mitchell; Carter, Amber; Cott... Date: 4/24/2009 9:31 AM Subject: Re: Calling for C.O. @ 1001 Eagle Ave Still no for a Temp CO until the final plat is filed for record at the Courthouse. After that is done (check with Carol & Grace for that), I am ok for a temp CO with the following conditions: 1) Complete sidewalk from eastern side of building to Emerald Dove Avenue. 2) Remove temporary power pole. 3) Complete irrigation system at east side of site by the construction staging area. 4) Remove construction trailer, fencing, storage containers, temporary irrigation lines and other construction equipment and materials. 5) Clean parking areas and site of construction debris and trash. 6) Establish ground cover in all areas disturbed by construction activity. I have informed CSISD and the contractor of this status. The Temp CO should be granted for at least a 1 month time period. Jason Jason Schubert, AICP Staff Planner Planning & Development Services City of College Station tel: 979.764.3570 fax: 979.764.3496 www.csbc.gov >>> Kristen Green 4/8/2009 1:11 PM >>> Creek View Elementary by#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496- Fax www.csbc.gov City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . 4/24/09 Expiration Date . . . . 7/31/09 Parcel Number . . . . . 005401-0064-0000 Property Address . . . 1001 EAGLE AVE COLLEGE STATION TX 77845 Subdivision Name . . . Legal Description A005401 R STEVENSON (ICL), TRA CT 64, ACRES 31.63 Property Zoning . . . . GENERAL COMMERCIAL Owner . . . . . . . . . COLLEGE STATION ISD Contractor . . . . . . PEPPER-LAWSON CONSTRUCTION 281 371-3100 Application number 07-00003385 000 000 Description of Work COMMERCIAL, SCHOOLS & OTHER EDUCATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . EDUCATIONAL Flood Zone . . . . Special conditions Complete sidewalk from eastern side of building to Emerald Remove temporary power pole. Complete irrigation system at east side of site by the construction staging area. A!Remove construction trailer, fencing, storage containers, temporary irrigation lines and other construction equipment and materials. ,e.Clean parking areas and site of construction debris and trash. ,Establish ground cover in all areas disturbed by coY.struction activity. All public infrastructure needs to be accepted. Dove Avenue. Approved "G BuilcFing Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101'TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . 4/24/09 Expiration Date . . . . 6/30/09 Parcel Number . . . . . 005401-0064-0000 Property Address . . . 1001 EAGLE AVE COLLEGE STATION TX 77845 Subdivision Name . . . Legal Description . . . A005401 R STEVENSON (ICL), TRA CT 64, ACRES 31.63 Property Zoning . . . . GENERAL COMMERCIAL Owner . . . . . . . . . COLLEGE STATION ISD Contractor . . . . . . PEPPER-LAWSON CONSTRUCTION 281 371-3100 Application number 07-00003385 000 000 Description of Work COMMERCIAL, SCHOOLS & OTHER EDUCATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . EDUCATIONAL Flood Zone . . . . . . Special conditions . . 1.Complete sidewalk from eastern side of building to Emerald 2.Remove temporary power pole. 3.Complete irrigation system at east side of site by the construction staging area. 4.Remove construction trailer, fencing, storage containers, temporary irrigation lines and other construction equipment and materials. 5.Clean parking areas and site of construction debris and trash. 6.Establish ground cover in all areas disturbed by construction activity. 7. All public infrastructure needs to be accepted. Dove Avenue. Approved . . . . . . VOID UNLESS SIGNED BY BUILDING OFFICIAL -VPc v,'e pepfe, tou--S t Benjamin McCarty - Re: Temp C.O.'s expired Page 1 From: Jason Schubert To: Southerland, Gina CC: Haver, Chris; McCarty, Benjamin Date: 5/21/2009 5:50 PM Subject: Re: Temp C.O.'s expired I reinspected Creek View today and then spoke with John Hall. All the comments remain and actually one from Carol should have been on the list. It is that "All public infrastructure needs to be accepted." I would extend this temp CO through the end of June. Jason >>> Gina Southerland 5/18/2009 11:26 AM >>> They will expire at the end of this week. 1001 Eagle Ave (Creekview Elem.) 1470 Copperfield Pkwy (Seidel & Schroeder) 401 University Dr (Corner Bar) 2301 Eastmark Dr. (University Commons) Thank You! Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov TRANSMISSION VERIFICATION REPORT TIME 05/22/2009 13:25 NAME FAX TEL SER.# 000L5J596800 DATE,TIME 05/22 13:25 FAX NO./NAME 96909432 DURATION 00:00:16 PAGE(S) 01 RESULT OK MODE STANDARD ECM city of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R .A R Y Issue Date . . . . . . Expiration Date . Parcel Number Property Address subdivision Name Legal Description . . . Property Zoning 4/24/09 6/30/09 005401-0064-0000 1001 EAGLE AVE COLLEGE STATION TX 77845 A005401 R STEVENSON (ZCL), TRA CT 64, ACRES 31,62 GENERAL: COMMERCIAL Owner . . . . . . . . . COLLEGE STATION ISD Contractor . . . . . . PEPPER-LAWSON CONSTRUCTION 281 371-3100 Application number 07-00003385 000 000 Description of Work COMMERCIAL, SCHOOLS & OTHER EDUCATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . EDUCATIONAL Flood Zone . . . . . . Special. conditions . . 1.Complete sidewalk from eastern side of building to Emerald 2.Remove temporary power pole. 3.Complete irrigation system at east side of site by the construction staging area. 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P'A N C Y P E R M A N E N T Issue Date . . . . . Parcel Number Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . Owner . . . . . . . . . Contractor . . . . . . Application number Description of Work Construction type . . . Occupancy type . . Flood Zone . . . . Special conditions . Approved 8/04/09 005401-0064-0000 1001 EAGLE AVE COLLEGE STATION TX 77845 A005401 R STEVENSON (ICL), TRA CT 64, ACRES 31.63 GENERAL COMMERCIAL COLLEGE STATION ISD PEPPER-LAWSON CONSTRUCTION 281 371-3100 07-00003385 000 000 COMMERCIAL, SCHOOLS & OTHER EDUCATION NON-COMBUSTIBLE EDUCATIONAL Bui ing Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL Page 1 of 1 Kristen Hejny - Re: Expired Temp C.O.'s From: Jason Schubert To: Court, Christina; Haver, Chris; Hejny, Kristen; Southerland, Gina Date: 7/30/2009 1:14 PM Subject: Re: Expired Temp C.O.'s CC: George, Bridgette Two of these are mine: Creek View Elem - my items are done, ok for full CO The Lofts - I believe this is the parking garage. The items remain so the temp CO will need to be extended, I'd say for another 3 weeks. >>> Gina Southerland 7/30/2009 12:00 PM >>> The following will expire 07/31/2009: 1001 Eagle Ave - Creek View Elem.- Expires 07/31/2009 614 Holleman Dr. E - The Lofts - Expires 07/31/2009 1601 Graham Rd. - CSU training facility - Expires 07/31/2009 Gina Southerland Planning & Development Services City of College Station 979-764-3570 www.cstx.gov file://C:\Documents and Settings\glsoutherland\Local Settings\Temp\XPgrpwise\4A719CD... 8/4/2009 Chris Haver - Re: Temp C.O.'s expired Page 1 From: Jason Schubert To: Southerland, Gina Date: 5/21/2009 5:50:28 PM Subject: Re: Temp C.O.'s expired - I reinspected Creek View today and then spoke with John Hall. All the comments remain and actually one from Carol should have been on the list. It is that "All public infrastructure needs to be accepted.". I would extend this temp CO through the end of June. Jason >>> Gina Southerland 5/18/2009 11:26 AM >>> They will expire at the end of this week. 1001 Eagle Ave (Creekview Elem.) 1470 Copperfield Pkwy (Seidel & Schroeder) 401 University Dr (Corner Bar) 2301 Eastmark Dr. (University Commons) Thank You! Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov CC: Haver, Chris; McCarty, Benjamin 4/24/2009) Christina Court" Re Calling for C O I 7Nge 1 . From: Kristen Green To: Commercial C.O. Date: 4/8/2009 2:05 PM Subject: Re: Calling for C.O. @ 1001 Eagle Ave No For CO from Keith Tinker Have drainage problems Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 _ 979-764-3496- Fax www.csb(.gov (4/24/2009) Chnstina Courf Re Calling for C O @ 1,001 Eagle Ave x „Page 1 From: Carol Cotter To: Alari Gibbs; Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Re... Date: 4/8/2009 3:52 PM Subject: Re: Calling for C.O. @ 1001 Eagle Ave Infrastructure not accepted yet. No for CO. >>> Kristen Green 4/8/2009 1:11 PM >>> - Creek View Elementary by#07-3385' Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496-Fax www.csbc.gov (4/24/2009) Christina Court,- Re:, Calling for C O. 1001 Eagle Ave Page 1 @. g From: Pete Garcia To: Alan Gibbs; Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Re... Date: 4/8/2009 3:38 PM Subject: Re: Calling for C.O. @ 1001 Eagle Ave Attachments: Pete Garcia.vcf We need backflow tests on all devices and. there are some issues with the grease trap. The contractor has been notified. "No free man shall ever be debarred the use of arms. The strongest reason for the people to retain the right to keep and bear arms is, as a last resort, to protect themselves against tyranny in government" -- Thomas Jefferson, 1 Thomas Jefferson Papers, 334 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. >>> On 4/8/2009 at 1:11 PM, in message<49DCA28B.175E.00EB.O@cstx.gov>, Kristen Green wrote: Creek View Elementary bp#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 - Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496-Fax www.csbc.00v (4/24/2009) Christina Court Re Calling for C 0. @ 1001 Eagle Ave - Page 1 From: Jason Schubert To: Boykin, James; Bridges, Erika; Carson, Mitchell; Carter, Amber; Cott... Date: 4/24/2009 9:31 AM' Subject: Re: Calling for C.O. @ 1001 Eagle Ave Still no for a Temp CO until the final plat is.filed for record at the Courthouse. After that is done (check with Carol & Grace for that), I am ok for a temp CO with the following conditions: 1) Complete sidewalk from eastern side of building to Emerald Dove Avenue. 2) Remove temporary power pole. 3) Complete irrigation system at east side of site by the construction staging area. . 4) Remove construction trailer, fencing, storage containers, temporary irrigation lines and other construction equipment and materials. 5) Clean parking areas and site of construction debris and trash. 6) Establish ground cover in all areas disturbed by construction activity. I have informed CSISD and the contractor of this status. The Temp CO should be granted for at least a 1 month time period. Jason Jason Schubert, AICP Staff Planner Planning & Development Services City of College Station tel: 979.764.3570 fax: 979.764.3496 www.csbc.gov >>> Kristen Green 4/8/2009 1:11 PM >>> Creek View Elementary by#07-3385 Any issues contact contractor Pepper -I nwcnn rnnc n inrinn 7R1-1471-'A1 nn Kristen Green '08 CSR - Planning & Development Servic City of College Station 979-764-3570 979-764-3496- Fax www.csbc.gov (4/24/2009) Christina Court - Re: Calling for C.O. @ 1001 Eagle Ave From: Pete Garcia To: Alan Gibbs; Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Re... Date: 4/17/2009 11:13 AM Subject: Re: Calling for C.O. @ 1001 Eagle Ave Attachments: Pete Garcia.vcf All issue on our side have been taken care of. They are OK. "No free man shall ever be debarred the use of arms. The strongest reason for the people to retain the right to keep and bear arms is, as a last resort, to protect themselves against tyranny in government" -- Thomas Jefferson, 1 Thomas Jefferson Papers, 334 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. >>> On 4/8/2009 at 1:11 PM, in message <49DCA28B.175E.00EB.00a cstx.gov>, Kristen Green wrote: Creek View Elementary by#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496- Fax www.csbc.gov (4/24/2009Christina Court -"__ RCloC@00EAve From: Pete Garcia To: Alan Gibbs; Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Re... Date: 4/13/2009 8:06 AM Subject: Re: Calling for C.O. @ 1001 Eagle Ave Attachments: Pete Garcia.vcf No for CO, we are still waiting on all backflow test. The contractor has been notified. "No free man shall ever be debarred the use of arms. The strongest reason for the people to retain the right to keep and bear arms is, as a last resort, to protect themselves against tyranny in government" -- Thomas Jefferson, 1 Thomas Jefferson Papers, 334 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. >>> On 4/8/2009 at 1:11 PM, in message<49DCA28B.175E.00EB.O(alcstx.00v>, Kristen Green wrote: Creek View Elementary by#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496- Fax www.csb (.gov (4%24/2009) Christina Court - Re: Calling for C.O. @ 1001 Eagle Ave Pa 1 From: Paul Schoenfeld To: Alan Gibbs; Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Re... Date: 4/9/2009 12:33 PM Subject: Re: Calling for C.O. @ 1001 Eagle Ave OK on our side. Paul >>> Kristen Green 4/8/2009 1:11 PM >>> Creek View Elementary by#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496- Fax www.cstx.4ov (4/24/2009) Christina Court --Re. Calling for C.O. @ 1001 Eagle Ave Page 1 From: Pete Garcia To: Alan Gibbs; Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Re... Date: 4/8/2009 3:38 PM Subject: Re: Calling for C.O. @ 1001 Eagle Ave Attachments: Pete Garcia.vcf We need backflow tests on all devices and there are some issues with the grease trap. The contractor has been notified. "No free man shall ever be debarred the use of arms. The strongest reason for the people to retain the right to keep and bear arms is, as a last resort, to protect themselves against tyranny in government" -- Thomas Jefferson, 1 Thomas Jefferson Papers, 334 This email 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. >>> On 4/8/2009 at 1:11 PM, in message<49DCA28B.175E.00EB.00cstx.gov>, Kristen Green wrote: Creek View Elementary by#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496-Fax www.csb(.gov Chris Haver - Fwd-. Re: Calling for C.O. @ 1001 Eagle Ave Page 1 From: Eaphrame Thomas To: Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Read; Bridgette George; Carol Cotter; Charles Willis; Chris Haver; Christina Court; Cindy Dillard; Crissy Hartl; Donnie Willis; Doug Ervin; Eaphrame Thomas; Eric Dotson; Eric Hurt; Erika Bridges; Gina Southerland; Israel Koite; James Boykin; Jason Schubert; Jennifer Prochazka; Jerry Duffey; Jerry Jones; John LeBlanc; John Logan; Josh Norton; Keith Tinker; Kristen Green; Lauren Hovde; Lindsay Kramer; Matthew Hilgemeier; Matthew Robinson; Mitchell Carson; Molly Hitchcock; Paul Schoenfeld; Raymond Olson; Rodney Harris; Stephen Maldonado; Steve Smith; Tony Michalsky; Wally Urrutia; Weldon Davis Date: 4/24/2009 10:31:20 AM Subject: Fwd: Re: Calling for C.O. @ 1001 Eagle Ave Or - He who has faith has... an inward reservoir of courage, hope, confidence, calmness, and assuring trust that all will come out well - even though to the world it may appear to come out most badly. >>> Pete Garcia 4/17/2009 11:13 AM >>> All issue on our side have been taken care of. They are OK. "No free man shall ever be debarred the use of arms. The strongest reason for the people to retain the right to keep and bear arms is, as a last resort, to protect themselves against tyranny in government" -- Thomas Jefferson, 1 Thomas Jefferson Papers, 334 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. >>> On 4/8/2009 at 1:11 PM, in message<49DCA28B.175E.00EB.Ot@cstx.gov>, Kristen Green wrote: Creek View Elementary by#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496- Fax www.cstx.aov (4/24/2009) Christina Court - Re: Calling for C.O. @ 1001 Eagle Ave From: Kristen Green To: Commercial C.O. Date: 4/8/2009 2:05 PM Subject: Re: Calling for C.O. @ 1001 Eagle Ave No For CO from Keith Tinker Have drainage problems Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496- Fax www.cstx.gov N\ C,(\ 6 1�6'5 -1 6� - 5 0(2) -1 (4/24/2009) Christina Court - Re: Calling for C.O@ 1001 Eagle Ave�� Page 1 From: Carol Cotter To: Alan Gibbs; Amber Carter; Benjamin McCarty; Brenda Godfrey; Brent Re... Date: 4/8/2009 3:52 PM Subject: Re: Calling for C.O. @ 1001 Eagle Ave Infrastructure not accepted yet. No for CO. >>> Kristen Green 4/8/2009 1:11 PM >>> Creek View Elementary by#07-3385 Any issues contact contractor Pepper -Lawson Construction 281-371-3100 Kristen Green '08 CSR - Planning & Development Services City of College Station 979-764-3570 979-764-3496- Fax www.csbc.00v MITCHELL MM. MOROA�J April 23, 2009 Carol Cotter, P.E. City of College Station P O. Box 9960 College Station, Texas 77842 Re: Creekview Elementary Eagle Avenue Culvert Dear Carol, During the construction of the culvert for the Eagle Avenue extension, it had come to our attention that the concrete cap covering the sanitary sewer line downstream of the culvert was higher than shown on the as -built plans. Once we looked at the field conditions, we came to the conclusion that there would be about six inches of ponding behind the concrete cap and inside of the box culverts. In the future this ponding area Will accumulate silt and reduce the capacity of the culvert due to this silting. Fortunately, silting was anticipated in the design of this culvert and the culvert was designed assuming 25% clogging. The model shows that the bottom 1.5' of the culvert is silted and the ponding created with this issue is 0.5'. 1 have included the following screen capture for your use. In reality, this design technique accommodates silt in the culvert but the actual concrete cap on the sewer line is downstream of the culvert, so I modified the model to show exactly the conditions that I see in the field- 6" of standing water in the culvert and a little concrete dam 20' downstream of the culvert. I've included a Table of Results comparing the approved design to the as -built conditions. As you can see when the 25% blockage is changed to the as -built conditions, the water surfaces are lower than the design conditions. 511 JNIVERSITY DRIVE EAST, SUITE 204 t-OLLEGE STATION, TX ?7940 • 1 979.260 699 — F 979 260.3564 CN1L LNGNEEUNG • .:-RA_JC5 Fi;C4G_ G'! ulio,,+2; • IMETS • I11E PLa,S - SUREICJSXJI c�fo�rn Kneilandmorgan carn v�v mrtchetandmo�ga^.com Table of Results River Q W.S. Vel Flow Top Froude Sta Profile Plan Total Elev Chnl Area Width # Chl (cfs) (ft) (fus) (sq ft) (ft) 8553.03 2% SewCap .1065 289.36 3.15 609.74 217.94 0.23 8553.03 2% ApprovedDsn 1065 289.53 3.03 647.88 237.69 0.22 8553.03 1% SewCap 1183 289.62 3.28 670.64 252.95 0.24 8553.03 1% ApprovedDsn 1183 289.77 3.16 709.25 275.01 0.22 8496.27 2% SewCap 1071 289.37 2.56 517.14 215.43 0.18 8496.27 2% ApprovedDsn 1071 289.54 2.46 557.11 253.6 0.17 8496.27 1% SewCap 1190 289.64 2.67 581.86 269.04 0.19 8496.27 1% ApprovedDsn 1190 289.78 2.58 622.5 291.63 0.18 8481.13 2% SewCap 1073 289.36 2.68 403.61 179.09 0.18 8481.13 2% ApprovedDsn 1073 289.52 2.61 429.15 259.76 0.18 8481.13 1% SewCap 1192 289.61 .2.85 447.86 301.51 0.19 8481.13 1% ApprovedDsn 1192 289.79 2.43 620.59 443.77 0.16 8449.57 Proposed Eagle A Culvert 8411.52 2% SewCap 1073 288.91 3.08 394.79 188.64 0.21 8411.52 2% ApprovedDsn 1073 288.91 3.08 394.64 188.56 0.21 8411.52 1% SewCap 1192 289.09 *3.07 575.78 197.17 0.21 8411.52 1% ApprovedDsn 1192 289.09 3.07 575.6 197.13 0.21 8406 2% SewCap 1073 288.91 3.08 394.73 188.61 0.21 8406 1% SewCap 1192 289.09 3.07 575.63 197.14 0.21 8405.5 2% SewCap 1073 288.9 3.19 382.07 188.07 0.23 8405.5 1% SewCap 1192 289.09 3.16 562.26 196.63 0.22 8405 2% SewCap 1073 288.91 3.08 394.41 188.41 0.22 8405 1% SewCap 1192 289.09 3.07 575.02 196.82 0.21 8351.7 2% SewCap 1088 288.78 5.04 382.33 196.94 0.4 8351.7 2% ApprovedDsn 1088 288.78 .5.04 382.33 196.94 0.4 8351.7 1% SewCap 1209 288.94 5.23 410.52 206.25 0.41 8351.7 1% ApprovedDsn 1209 288.94 5.23 410.52 206.25 0.41 8160.12 2% SewCap 1110 288.66 2.6 738.93 227.07 0.19 8160.12 2% ApprovedDsn 1110 288.66 2.6 738.93 227.07 0.19 8160.12 1% SewCap 1233 288.8 2.79 771.81 240.43 0.2 8160.12 1% ApprovedDsn 1233 288.8 2.79 771.81 240.43 0.2 As you can see the modeling was sufficiently conservative to accommodate this as found condition. I understand that there is interest in why the concrete cap was not field verified. The as - built sewer drawings do no show the sewer line to be a conflict. The elevation of the cap was verified during construction but after the culvert was poured, and even if it had been identified before the culvert was poured, 1 would not have recommended adjusting the culvert because the roadway is designed at minimal grades and I knew that the modeling was sufficiently conservative to accommodate the issue with no adverse impact. Questions have been raised about how this sewerline cap impacts maintenance of the culvert and sewer line: The concrete cap was left in place to continue to provide protection to the sewer line, and rock rubble was placed around the cap such that scour would not undermine the sewer line. Field observations reveal that the rubble is doing exactly what it is supposed to do and is not undermining. The concrete cap is located exactly where culverts routinely deposit debris; downstream of the culvert where the flows are expanding and slowing down and the flow loses the energy to carry the debris. I would expect no additional maintenance on this culvert based on this as -found condition. In conclusion, my review of this condition reveals that the water surface is not adversely impacted by this sewerline, the maintenance of the sewerline or culvert is not adversely impacted, and that the original modeling was sufficiently conservative. Thank you for your time. Sin rely , Joe J. Mitchell, P.E. P ner Cc: File yes•�•°•toxg6` ,.f,. YGaoOp♦Se°09�t •0♦p e JOEL J. MITCHELL tos»•awe°°o•••°•o•°° OS}d9 80649 O Q v ••�Ci/ ��(C. a ski �S`°°•o°o •��\�gt1f� FiRM u F NqS College Station Independent School.District Success... each life... each day... each hour April 24, 2009 Mr. Chris Haver P.O. Box 9960 1101 Texas Avenue College Station, Texas 77842 Re: Creek View Elementary Miscellaneous Inspections Dear Mr. Haver, Please accept this letter as confirmation that all Special Inspections listed in the Specifications for Creek View Elementary have been successfully accomplished by the Construction Services Department of CSISD. Any deficient items have been corrected and verified correct. These inspections include, but are not limited to the following: 1. Concrete formwork, insert, and reinforcing steel layout 2. Mortar, Grout, and Masonry Reinforcement 3. Cementitious Fireproofing 4. Drainage and Vent Piping On many of these inspections, David Stone and/or Keith Tinker were present. Please let me know if you need further documentation of these inspections. Sincerely, on all Director of Construction Services College Station Independent School District 1812 Welsh College Station, Texas 77840 1812 Welsh Street College Station, TX 77840 JON HALL 979-694-5610 FAX 979-694-5612 Director of Construction Services CME TESTING iA' r N ANEERING, INC. 320 6�AHgA1%ROAD COLLEGE STATION, TEXAS 77845 • 99 9.7�,4'8700 April 24, 2009 Mr. Jon Hall College Station Independent School District 2000 Welsh Avenue College Station, Texas 77840 Re: Summary of Observations and Construction Materials Testing Associated Nvith the Site Work, Foundation and Superstructure for the CSISD Creek View Element:ny School College Station, Texas Dear Mr. Hall: Please accept this letter as a summary of the periodic construction observations made by CME Testing and Engineering, Inc. (CME) and the results of the construction materials testing performed by CME during the construction of various site work, foundation, and superstructure elements of the College Station Independent School District's (CSISD's) Creek View Elementary School. More specifically, CME was retained by CSISD to make periodic observations and to perform selected construction materials testing associated with the site work in the pavement area, the foundation system, and the steel superstructures for the building. CME did not have a full time inspector at the site. The observations that we did make and the tests that we performed were based upon visits to the site during the time period from approximately February 6, 2008 through March 17, 2009. The basis for our limited observations were the project plans that were prepared under the guidance of the project architects, VLK Architects of Houston, Texas. In particular, \ve referenced the structural drawings in the project plans that were prepared by MY-D Structural Engineers of Houston, Texas and the civil drawings prepared by Mitchell R Morgan of College Station, Texas. The following project elements were observed and/or tested by CME personnel during the course of the project: • Placement of fill soils in the pavement area, including compaction testing of pavement subgrade, fill and lime treated soils. • Observation of drilling for foundation piers excavations. • Placement of reinforcing steel and concrete in the drilled pier excavations and testing of concrete. • Testing of concrete placed in the building foundation and paving areas. • Observation of selected connections of structural steel franc for the building. Based upon the previously described periodic observations and construction materials test results, it is our opinion that the project elements that we observed and tested in the paved areas and in the building Summary Letter of Construction Observations and Testing College Station Independent School District's Creek View Elementary School College Station, Texas area of the school were constructed in general conformance with the previously referenced construction documents. Some apparent variances between the plans and the as -constructed building were noted over the course of the project. However, to the best of our knowledge, such variances were either addressed in Requests for Information (RFIs) that were provided to CME by CSISD, or by retests or re -observations performed until apparent conformance with the project plans aiid specifications was achieved. We sincerely appreciate the opportunity to be of assistance to CSISD in the construction of the Creek View Elementary School. Please do not hesitate to contact us should you have any questions concerning the observations and test results summarized in this letter or if we may be of further assistance. Kindest regards, CME TESTING AND ENGINEERING, INC. Paul L. Evans Laboratory Manager 2 STATEMENT OF SPECIAL INSPECTIONS The following tests or inspections shall be performed during the construction period. EARTHWORK (SITE GENERAL) B. Make necessary soil tests (Atterberg Limit Series ASTM* D 4318 and ASTM D 698 Standard Proctor) to determine moisture content and density of existing subgrade. Perform necessary soil tests (Atterberg Limit Series and ASTM D 698 Standard Proctor for each type of imported fill) to determine the moisture content and to inspect and test the placement of additional fill lifts to verify that all fill materials used are in accordance with the specifications for that use. Perform one field density test (ASTM D 2922 and ASTM D 3017) per 5,000 S.F. of site area in the area affected on each lift prior to placement of additional fill material. C. Imported Topsoil Tests: Testing for topsoil quality compliance shall be performed by the Testing Laboratory. PAVING OR SPECIAL SURFACE SUBGRADE PREPARATION A. Perform one subgrade in -place density test per 7,500 S.F. of subgrade, after subgrade preparation, in accordance with ASTM D 2922 and ASTM D 3017. Perform tests within 48 hours of pavement construction. B. Pulverization tests on lime subgrade, TEX101 E, Part III, at same frequency as density tests. 3 BUILDING SUBGRADE PREPARATION A. Make necessary soil tests (Atterberg Limit Series and ASTM D 698 Standard Proctor for each type of fill) to determine the moisture content and density of existing subgrade and inspect and test the placement of additional fill lifts to verify that all fill materials used are in accordance with the specifications for that use. Perform one field density test (ASTM D 2922 and ASTM D 3017) for each 5,000 S.F. of area within the building footprint on each lift prior to placement of additional fill material. CAST -IN -PLACE CONCRETE PIERS A. The Independent Testing Laboratory shall provide the services of their registered geotechnical engineer at the initiation of the on -site pier drilling operations to determine the appropriate bearing material into which the piers are to be founded. Written documentation of the "determination" shall be prepared and forwarded to the Owner, Architect, and Contractor. B. Make on -site full-time inspections of the pier drilling operation for each pier drilled and placed to verify that the proper strata and penetration, or depth, has been attained, and determine that shafts are properly clean and dry before placing concrete. C. Maintain a pier log for each pier showing design requirements and actual in place size and depth, in accordance with example noted In Specification SECTION 31 6329 - DRILLED CONCRETE PIERS. D. Verify that the excavation is of the proper size and adequately clean and dry. E. Verify that each shaft is founded at a depth in accordance with the geotechnical report, existing on -site conditions that may be encountered, and at the proper bearing strata. F. Verify that the reinforcing steel and concrete are properly placed in accordance with other testing provisions specified herein. G. Notify the Architect and Contractor if soil or water conditions may require casing of piers. H. Inspection reports of pier drilling shall contain the following: 1. Pier Mark. 2. Pier Depth. 3. Depth of penetration into bearing strata. 4. Plumbness deviation. 5. Description of unusual conditions encountered, including groundwater. 6. Record of deviations from contract document requirements. 7. Other requirements, as defined in SECTION 31 6329 - DRILLED CONCRETE PIERS. FORMWORK, REINFORCING STEEL AND INSERTS A. Make general inspection of formwork. B. Prior to each concrete pour, Inspect fabrication and bending of bars, bar sizes, spacing, placement and tying in accordance with ACI 315. C. Prior to each concrete pour, inspect positioning of steel inserts and assemblies, sizes, and spacing, and Inspect fusion -welded anchors and sheer connectors. CAST -IN -PLACE CONCRETE A. Design Mixes: 1. At the beginning of the work, Contractor shall submit proposed concrete mixes for review by the Architect, structural engineering consultant, and testing laboratory, including the sieve analysis of fine and course aggregate ASTM C 136, dry rodded weight of coarse aggregate - ASTM C 29, and the specific gravity (bulk saturated surface dry), of fine and coarse aggregates ASTM C 127 and C 128. 2. The testing laboratory will submit their findings to the structural consultant, who will subsequently forward this information, with their review of the submittals, to the Architect. 3. Contractor shall not mix concrete for placing in the work until confirmation laboratory reports are supplied to reflect that each proposed mix will develop the strength required. Successful past history in accordance with ACI 318 will be satisfactory. B. Test Cylinders: Make at least one (1) test of each day's pouring of concrete or each 100 cubic yards, whichever is the least, on each different portion or section of the work. Mold and cure specimens in accordance with ASTM C 31, and test in accordance with ASTM C 39. Test cylinders shall be made and tested by the laboratory. Footings, walls, and floor systems constitute different sections. Each test shall consist of four (4) specimens, one (1) of which shall be broken at seven (7) days, two (2) at twenty-eight (28) days and one held in reserve. Determine temperature and air content for each set of test cylinders in accordance with ASTM C 231. C. Field Quality Control: 1. Determine slump for each concrete strength test and whenever consistency of concrete varies, in accordance with ASTM C 143. 2. Monitor and record addition of water to concrete and length of time concrete is allowed to remain in truck. 3. Verify delivery tickets indicating class of concrete, amount of water added during initial batching, and time initial batching occurred. 4. Monitor work being performed in accordance with ACI (American Concrete Institute) recommendations as a standard of quality. 5. Reference SECTION 03 3000 - CAST -IN -PLACE CONCRETE for additional requirements. D. Source Quality Control: An independent testing laboratory representative shall periodically inspect and control concrete mixing and loading of transit mix trucks at batch plant at intervals appropriate to monitor quality of material issued on job. MORTAR, GROUT, AND MASONRY REINFORCEMENT A. Coordinate with Owner's testing laboratory to provide periodic Inspection of the following task: 1. As masonry construction begins, the following shall be verified to ensure compliance: a. Proportions of site prepared mortar. b. Construction of mortarjoints. c. Location of reinforcement and connectors. 2. The inspection program shall verify: a. Size and location of structural elements. b. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction. c. Specified size, grade, and type of reinforcement. d. Protection of masonry during cold weather (temperature below 40 F.) or hot weather (temperature above 90 F.). 3. Prior to grouting, the following shall be verified to ensure compliance: a. Grout space is clean. b. Placement of reinforcement and connectors. c. Proportions of site -prepared grout. d. Construction of mortarjoints. B. Coordinate with Owner's testing laboratory to provide continuous inspection of the following task: 1. Grout placement shall be verified to ensure compliance with code and construction document provisions. 8 STRUCTURALSTEEL A. Fabrication of, erection of, and connections between, structural steel members, including welding and tension in high strength bolts, will be accomplished under and subject to the inspection of an independent testing agency. The general contractor, structural steel fabricator, and erector shall afford full cooperation to the laboratory. B. Perform the following testing and inspection: (Prior to placement of steel deck) 1. Check location of condition of anchor bolts- 2. Check plumbness and tolerance of steel frame. 3. Qualification of welders and welding techniques (at Contractor's expense). 4. Visually inspect common bolts. 5. Inspection of high -strength bolting: a. Visually inspect connections. b. Check tightness of at least 33% of connections. Y c. Check at least two bolts of each girder to column connection. 6. Visually inspect field and shop welds. 7. Ultrasonic or X-ray testing of full penetration welds. 8. Re -inspect corrective measures required at expense of Contractor. 9. Verify that no members are damaged. 10. Verify that materials and installation are according to contract documents and industry standards. C. Gas Cutting: Do not use gas cutting torches for correcting fabrication errors in the structural framing. Cutting will not be permitted on any member, unless specifically approved by the Structural Engineer. Finish gas -cut sections equal to a sheared appearance when gas finish cutting is permitted. Do not flame cut holes or enlarge holes by burning. D. Correction: The fabricator or erector shall correct deficiencies in structural steel work which inspection and test reports have indicated to be not in compliance with the specified requirements. Perform all additional tests required to reconfirm non-compliance of the original work and to show compliance of corrected work. Retesting of non -conforming work shall be paid by the Contractor. E. All welders employed during erection of structural steel must be certified by The American Welding Society for type of base materials and positions encountered. Certification testing to be performed at Contractor's expense and copies of Certifications shall be submitted for review upon request and maintained at the project site by the Contractor. 9 STEEL JOISTS A. All steel joists and connections to structural steel members shall be inspected. B. Quality Assurance: All welding performed during the manufacture and erection of steel joists shall comply with the requirements of AWS D1.1. C. Inspect condition of joists after erection; check method of attachment to structures and details of bridging and accessories to verify compliance with required standards. 10 METAL DECKING A. Qualification of Welders: Qualify the welding process and all welders (at Contractor expense), and periodically monitor the work in accordance with the requirements of AWS D1.3. B. Testing Laboratory shall inspect steel decking to ensure the material and installation is in accordance with the specifications and shop drawings. 11 METAL DECK AND FIELD WELDED SHEAR STUDS: A. The erection of metal deck and field welded shear studs shall be subject to inspection by the testing agency. B. Shear Studs: 1. Test minimum of two shear studs welded at start of each production period in order to determine generator, control unit and stud welder setting. Studs shall be capable of being bent 45 from vertical without weld failure. If, after welding, visual inspection reveals that sound weld or a full 360 fillet has not been attained for a particular stud, such stud shall be struck with hammer and bent 15 off perpendicular to nearest end of beam. Studs failing under this test shall be replaced. 2. When the temperature is below 32 F., two studs from each group of 100 studs (or one stud if less than 100 studs are present) should be tested after cooling. Studs shall not be welded below OF. or when surfaces are wet with rain or snow. If stud fails in weld, two new studs shall pass test before resumption of welding. 12 CEMENTITIOUS FIREPROOFING A. Application inspection to ensure the material and installation is in accordance with the specifications. B. Sample and verify the thickness and density of spray applied fireproofing in accordance with ASTM E 605 for each days application. 13 SMOKE TEST OF DRAINAGE AND VENT PIPING A. Test to check for joint leakage in the sanitary sewer system and vent system. 14 OTHER WORK REQUIRING TESTS A. Refer to individual sections covered under Division 15 and 16 for other work requiring tests by independent testing laboratory. B. Other Tests: Moisture content in face brick. CME 1806 979,764.87.00 October 30,, 2008 Mr. Ben McCarty City of College Station P.O. 9960 College Station, Texas 77842 ENGINEERING, INC. COLLEGE STATION, �S 77840 FAX 979.764.6900 Re: Summary of Structural Steel Observations for Building Superstructures Associated with the College Station Independent School District Creek View Elementary School College Station, Texas's Dear Mr.. McCarty: Please accept this letter as a summary of the observations made by CME Testing and Engineering, Inc. (CME) .during the construction of the various superstructure elements of the Creek View Elementary School for the. College :Station Independent School District (CSISD) in College Station, Texas. CME was retained by College Station Independent School. District to perform observations of bolted and. welded connections for.structural elementsthat -collectivelycomprised the Creek View Elementary School Project for the CSISD. The. basis of our observations were the project documents that were prepared under the guidance of the project architects, VLK Architects, of Houston, Texas. The structural observations were performed by Mr. Anthony Mwniy of CME. Mr.,Mt.1zny is a certified welding inspector as required for special inspections under the International. Building Code (IBC). His certification certificate is attached to this letter. CME personnel were not continuously present at the -.project site. Therefore,. CME personnel only made observations when notified and requested by the construction manager and general .contractor, Pepper - Lawson Construction,.L,Pi (Pepper-Lawson)'tlrrough the CSISD representative Mr. Royce Thomas. Consequently, CME did 'not observe -each .and every stnrctural connection in each of the referenced buildings. However, we believe that we did observe whatw.e' believe to be a representative number of structural .connections for the.referenced building. The work -performed by CME was based upon visits to the site made during the .time period from August 1., 200. 8 through October 1, 2008. In general, based upon the periodic observations nnade by CME of structural connections for the referenced baildingas documented in our reports for tine project, we believe the observed connections were constructed in a workmanlike .manner and seemed to be in substantial conformance with the previously cited construction documents. 1 r Summary Letter of Structural Observations College Station Independent School District Creek View Elementary School College Station, Texas Page 2 We sincerely appreciate the opportunity to be of assistance to CSISD in the construction of the Creek. View Elementary School. Please do not hesitate to contact us should you have any questions concerning the observations and test results summarized in this letter or if we may be of further -assistance. Kindest regards, CME TESTING AND ENGINEERING, INC. ; � � �C' � t! �: 7'v.4 � Paul L. Evans Laboratory Manager MFC:ple Attachment: Certified Welding Inspector Certificate of Mr. Anthony Muzny cc: College Station Independent School District 2000 Welsh College Station, Texas 77840 Attention: Mr. Jon Hall, Director of Construction .Services Via: e-mail .(jha1l@cs'isd..:orgj Q N! T `ate a- ,T 1 lV G A T4 D, E Nt G t <IV - E R 1 .N C� :: �[ N C American W. e(ding Society Certifies that Weldin ' . � g Inspector Anthony W Muzny has complied with the- requi7-enwnt5ofAWs Qc11 StandardforAWS Certif ication of Welding Inspectors 99040053 CERTIFICATE NUMBER April 2011 EXPIRATION DATE PRESIDENT AWS --ZAIR, -QUALIFICATION COMMITTEE CHAIR, CERTIFICATION COMMITTEE WF1124494 / 001 City of College Station PAGE 1 REQ. DATE: 01/20/09 01/20/09 9:29:15 LOCATION: 1001 EAGLE AVE LOC ID: 209908 EXT. ADDR.: CREEK VIEW ELEMENTARY REF NBR: REQUESTOR: Pepper -Lawson Construction ORIGIN: CUSTOMER -WALK IN REQ USER: CCOURT AUTH USER:CCOURT WRK TYPE: 2" Wtr Irrig ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 01/20/09 SCHED COMPLETION: 01/20/09 ******************************************************************************** JOB ORDER RESULT COMMENTS i R S STATEMENT OF SPECIAL INSPECTIONS The following tests or inspections shall be performed during the construction period EARTHWORK (SITE GENERAL) B. Make necessary soil tests (Atterberg Limit Series ASTM D 4318 and ASTM D 698 Standard Proctor) to determine moisture content and density of existing subgrade. Perform necessary soil tests (Atterberg Limit Series and ASTM D 698 Standard Proctor for each type of imported fill) to determine the moisture content and to inspect and test the placement of additional fill lifts to verify that all fill materials used are in accordance with the specifications for that use. Perform one field density test (ASTM D 2922 and ASTM D 3017) per 5,000 S.F. of site area in the area affected on each lift prior to placement of additional fill material. C. Imported Topsoil Tests: Testing for topsoil quality compliance shall be performed by the Testing Laboratory. 2 PAVING OR SPECIAL SURFACE SUBGRADE PREPARATION A. Perform one subgrade in -place density test per 7,500 S.F. of subgrade, after subgrade preparation, in accordance with ASTM D 2922 and ASTM D 3017. Perform tests within 48 hours of pavement construction. B. Pulverization tests on lime subgrade, TEX101 E, Part III, at same frequency as density tests. 3 BUILDING SUBGRADE PREPARATION A. Make necessary soil tests (Atterberg Limit Series and ASTM D 698 Standard Proctor for each type of fill) to determine the moisture content and density of existing subgrade and inspect and test the placement of . additional fill lifts to verify that all fill materials used are in accordance with the specifications for that use. Perform one field density test (ASTM D 2922 and ASTM D 3017) for each 5,000 S.F. of area within the building footprint on each lift prior to placement of additional fill material. CAST -IN -PLACE CONCRETE PIERS A. The Independent Testing Laboratory shall provide the services of their registered geotechnical engineer at the initiation of the on -site pier drilling operations to determine the appropriate bearing material into which the piers are to be founded. Written documentation of the "determination" shall be prepared and forwarded to the Owner, Architect, and Contractor. B. Make on -site full-time inspections of the pier drilling operation for each pier drilled and placed to verify that the proper strata and penetration, or depth, has been attained, and determine that shafts are properly clean and dry before placing concrete. C. Maintain a pier log for each pier showing design requirements and actual in place size and depth, in accordance with example noted in Specification SECTION 31 6329 - DRILLED CONCRETE PIERS. D. Verify that the excavation is of the proper size and adequately clean and dry. E. Verify that each shaft is founded at a depth in accordance with the geotechnical report, existing on -site conditions that may be encountered, and at the proper bearing strata. F. Verify that the reinforcing steel and concrete are properly placed in accordance with other testing provisions specified herein. G. Notify the Architect and Contractor if soil or water conditions may require casing of piers. H. Inspection reports of pier drilling shall contain the following: 1. Pier Mark. 2. Pier Depth. 3. Depth of penetration into bearing strata. 4. Plumbness deviation. 5. Description of unusual conditions encountered, including groundwater. 6. Record of deviations from contract document requirements. 7. Other requirements, as defined in SECTION 31 6329 - DRILLED CONCRETE PIERS. 5 FORMWORK, REINFORCING STEEL AND INSERTS A. Make general inspection of formwork. B. Prior to each concrete pour, inspect fabrication and bending of bars, bar sizes, spacing, placement and tying in accordance with ACI 315. C. Prior to each concrete pour, inspect positioning of steel inserts and assemblies, sizes, and spacing, and inspect fusion -welded anchors and sheer connectors. CAST -IN -PLACE CONCRETE A. Design Mixes: 1. At the beginning of the work, Contractor shall submit proposed concrete mixes for review by the Architect, structural engineering consultant, and testing laboratory, including the sieve analysis of fine 4 06; and course aggregate ASTM C 136, dry rodded weight of coarse aggregate - ASTM C 29, and the specific gravity (bulk saturated surface dry), of fine and coarse aggregates ASTM C 127 and C 128. The testing laboratory will submit their findings to the structural consultant, who will subsequently forward this information, with their review of the submittals, to the Architect. Contractor shall not mix concrete for placing in the work until confirmation laboratory reports are supplied to reflect that each proposed mix will develop the strength required. Successful past history in accordance with ACI 318 will be satisfactory. B. Test Cylinders: Make at least one (1) test of each day's pouring of concrete or each 100 cubic yards, whichever is the least, on each different portion or section of the work. Mold and cure specimens in accordance with ASTM C 31, and test in accordance with ASTM C 39. Test cylinders shall be made and tested by the laboratory. Footings, walls, and floor systems constitute different sections. Each test shall consist of four (4) specimens, one (1) of which shall be broken at seven (7) days, two (2) at twenty-eight (28) days and one held in reserve. Determine temperature and air content for each set of test cylinders in accordance with ASTM C 231. C. Field Quality Control: 1. Determine slump for each concrete strength test and whenever consistency of concrete varies, in accordance with ASTM C 143. 2. Monitor and record addition of water to concrete and length of time concrete is allowed to remain in truck. 3. Verify delivery tickets indicating class of concrete, amount of water added during initial batching, and time initial batching occurred. 4. Monitor work being performed in accordance with ACI (American Concrete Institute) recommendations as a standard of quality. 5. Reference SECTION 03 3000 - CAST -IN -PLACE CONCRETE for additional requirements. D. Source Quality Control: An independent testing laboratory representative shall periodically inspect and control concrete mixing and loading of transit mix trucks at batch plant at intervals appropriate to monitor quality of material issued on job. MORTAR, GROUT, AND MASONRY REINFORCEMENT A. Coordinate with Owner's testing laboratory to provide periodic inspection of the following task: 1. As masonry construction begins, the following shall be verified to ensure compliance: a. Proportions of site prepared mortar. b. Construction of mortar joints. c. Location of reinforcement and connectors. 2. The inspection program shall verify: a. Size and location of structural elements. b. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction. c. Specified size, grade, and type of reinforcement. d. Protection of masonry during cold weather (temperature below 40 F.) or hot weather (temperature above 90 F.). 3. Prior to grouting, the following shall be verified to ensure compliance: a. Grout space is clean. b. Placement of reinforcement and connectors. c. Proportions of site -prepared grout. d. Construction of mortarjoints. B. Coordinate with Owner's testing laboratory to provide continuous inspection of the following task: 1. Grout placement shall be verified to ensure compliance with code and construction document provisions. 8 STRUCTURALSTEEL A. Fabrication of, erection of, and connections between, structural steel members, including welding and tension in high strength bolts, will be accomplished under and subject to the inspection of an independent testing agency. The general contractor, structural steel fabricator, and erector shall afford full cooperation to the laboratory. B. Perform the following testing and inspection: (Prior to placement of steel deck) 1. Check location of condition of anchor bolts. 2. Check plumbness and tolerance of steel frame. 3. Qualification of welders and welding techniques (at Contractor's expense). 4. Visually inspect common bolts. 5. Inspection of high -strength bolting: a. Visually inspect connections. b. Check tightness of at least 33% of connections. c. Check at least two bolts of each girder to column connection. 6. Visually inspect field and shop welds. 7. Ultrasonic or X-ray testing of full penetration welds. 8. Re -inspect corrective measures required at expense of Contractor. 9. Verify that no members are damaged. 10. Verify that materials and installation are according to contract documents and industry standards. C. Gas Cutting: Do not use gas cutting torches for correcting fabrication errors in the structural framing. Cutting will not be permitted on any member, unless specifically approved by the Structural Engineer. Finish gas -cut sections equal to a sheared appearance when gas finish cutting is permitted. Do not flame cut holes or enlarge holes by burning. D. Correction: The fabricator or erector shall correct deficiencies in structural steel work which inspection and test reports have indicated to be not in compliance with the specified requirements. Perform all additional tests required to reconfirm non-compliance of the original work and to show compliance of corrected work. Retesting of non -conforming work shall be paid by the Contractor. E. All welders employed during erection of structural steel must be certified by The American Welding Society for type of base materials and positions encountered. Certification testing to be performed at Contractor's expense and copies of Certifications shall be submitted for review upon request and maintained at the project site by the Contractor. A. All steel joists and connections to structural steel members shall be inspected. B: Quality Assurance: All welding performed during the manufacture and erection of steel joists shall comply with the requirements of AWS D1.1. C. Inspect condition of joists after erection; check method of attachment to structures and details of bridging and accessories to verify compliance with required standards. 10 METAL DECKING A. Qualification of Welders: Qualify the welding process and all welders (at Contractor expense), and periodically monitor the work in accordance with the requirements of AWS D1.3. B. Testing Laboratory shall inspect steel decking to ensure the material and installation is in accordance with the specifications and shop drawings. 11 METAL DECK AND FIELD WELDED SHEAR STUDS: A. The erection of metal deck and field welded shear studs shall be subject to inspection by the testing agency. B. Shear Studs: 1. Test minimum of two shear studs welded at start of each production period in order to determine generator, control unit and stud welder setting. Studs shall be capable of being bent 45 from vertical without weld failure. If, after welding, visual inspection reveals that sound weld or a full 360 fillet has not been attained for a particular stud, such stud shall be struck with hammer and bent 15 off perpendicular to nearest end of beam. Studs failing under this test shall be replaced. 2. When the temperature is below 32 F., two studs from each group of 100 studs (or one stud if less than 100 studs are present) should be tested after cooling. Studs shall not be welded below 0 F. or when surfaces are wet with rain or snow. If stud fails in weld, two new studs shall pass test before resumption of welding. 12 CEMENTITIOUS FIREPROOFING A. Application inspection to ensure the material and installation is in accordance with the specifications. B. Sample and verify the thickness and density of spray applied fireproofing in accordance with ASTM E 605 for each days application. 13 SMOKE TEST OF DRAINAGE AND VENT PIPING A. Test to check for joint leakage in the sanitary sewer system and vent system. 14 OTHER WORK REQUIRING TESTS A. Refer to individual sections covered under Division 15 and 16 for other work requiring tests by independent testing laboratory. B. Other Tests: Moisture content in face brick. Written Response to City of College Station - Building Division Plan Review — Creek View Elertientary School ITEM #1: See attached Architectural Barriers Project Confirmation Form. v ITEM #2: See attached Statement of Special Inspections ✓ ITEM #3: College Station ISD is exempt from local ordinances unless they pertain to life safety issues. ITEM #4: See attached ComCheck and energy reports. ✓ ITEM #5: Fire Sprinkler Plans and Fire Alarm Plans shall be submitted to the Fire Marshal's office prior to installation. ITEM #6: The curb on the fire lane stops at the crash gate, therefore curb ramps are not required to provide an accessible route. ITEM #7: One additional accessible parking space has been added. See sheet A1.01. _ ITEM #8: Construction Type shall be Type IIB as shown on INDEX. [,— ITEM #9: All wood blocking shall be fire -retardant -treated lumber per specifications i/ Section 06 1000 — Rough Carpentry. ITEM #10: Door D149 shall be a smoke rated door. j ITEM #11: Smoke rated partitions shall be provided at TEAM STORAGE ROOM Al 14 l/ as shown on A6.01. Sheet Al.I 1 has been revised to reflect this rating. See attached Supplemental Drawing. / ITEM #12: Smoke detectors shall be provided in return air duct at RTU's # 60, 61, and ✓ 62 to comply with 606.2.1 of the 2006 International Mechanical Code. ITEM #13: Tempered water shall be provided at all wash fountains and sinks that are adjacent to a toilet as requested to comply with 607.1 of the 2006 IPC. ` _ . ITEM #14: All plumbing fixtures in DISH WASHING D147 shall be connected to a-� grease waste interceptor. ZZL(, 3q I 1 J l f A,BProjReg Form Page 1 of 1 Texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Wednesday, November 14, 2007, EABPRJA8804775 PERSON FILING FORM Name: Steve Aloway Email: saloway@vlkarchitects.com Phone: 281-671-2300 Project Name: Creek View Elementary School ; Project Address: Creek View Elementary School 1001 Eagle Ave College Station, TX 77845 County: Brazos TENANT Name: Phone: -- Tenant Address: Contact Name: Phone: -- Contact Address: BUILDING/FACILITY Name: Creek View Elementary School FACILITY Owner: College Station Independent School District Phone: 979-764-5400 : Owner Address: 1812 Welsh, College Station, TX 77840 Contact Name: Jon Hall Phone: 979-694-5610 Contact Address: 2000 Welsh, College Station, TX 77840 DESIGN FIRM Name: VLK Architects Inc Phone: 817-633-1600 Firm Address: 1161 Corporate Drive West Suite 300, Arlington, TX 76006 Designer Name: SteveAloway Email: saloway@vlkarchitects.com Type of License: Architect License Number: 13255 PROJECT DESCRIPTION Start Date: 01/2008 Completion date: 06/2009 Estimated Cost: $14,000,000.00 Type of Work: New Construction Does this building(s) have more than one level? No Are there any elevators, escalators, or platform lifts in this building? No Type of Funds: This project involves public funds, public land, or is a state lease. State Lease No. : Scope of Work: New elementary school. I will submit this AB Confirmation Page with a complete set of construction documents and applicable fees totaling $795.00 (Total includes plan review and filing fee) to: TDLR P.O. Box 12157 Austin, Texas 78711. hereby W�othe Texas D artment of Licensing and Regulation of my intent to comply with the provision of Texas Governmef3YCode, Chant& 469. Ir 1 SiWfaturf of Building Owner or Designated Agent ll • 4 • o altn„►a, vl zrc�i rF�c�s. Date Email Address Ente ra 1i �, .: ;o"ec#4_ .< ,:...int.this.; .... . Top of Page1TDLR Home PagelAB Home PageiAB Project Registration PaoelFeedback http://www.license. state.tx.us/abprojectregistration/ABProj RegFomiVerification.aspx?str... 11 /14/2007 KI COMcheck Software Version 3.5.1 Envelope Compliance Certificate 2006 IECC Report Date: 11/14/07 Data filename: W:\COLLEG-1\2740-1.00-\Code\CREEKV-1.CCK Section 1: Project Information Project Title: 2470.00 Creek View Elementary Construction Site: College Station, TX Owner/Agent: College Station ISD Section 2: General Information Building Location (for weather data): College Station, Texas Climate Zone: 2a Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 50 degrees F): 6851 Project Type: New Construction Vertical Glazing / Wall Area Pet.: 7% Activity Tvoe(sl School/University Section 3: Requirements Checklist Climate -Specific Requirements: Component Name/Description Roof 1: Insulation Entirely Above Deck Exterior Wall 1: Steel -Framed, 16" o.c. Window 1: Metal Frame:Single Pane, Tinted, SHGC 0.70 Door 2: Uninsulated Single -Layer Metal, Swinging Exterior Wall 2: Concrete Block:8", Partially Grouted, Cells Insulated,Light Density , Furring: None Door 1: Uninsulated Single -Layer Metal, Swinging Exterior Wall 3: Concrete Block:12", Partially Grouted, Cells Insulated,Light Density , Furring: None Floor 1: Slab-On-Grade:Unheated Floor Area 83987 Designer/Contractor: Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-factor 83987 — 20.0 0.048 0.063 24388 0.0 22.0 0.040 0.125 2399 — — 1.100 0.750 21 — — 1.400 0.700 5621 — 23.1 0.038 0.310 190 — -- 1.400 0.700 4234 — 17.3 0.047 0.240 1894 — — — — (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: O 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-values & U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ❑ 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 6. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Project Title: 2470.00 Creek View Elementary Report date: 11/14/07 Data filename: W:\COLLEG-1\2740-1.00_\Code\CREEKV-1.CCK Page 1 of 2 Q 7. Cargo doors and loading dock doors are weather sealed. 8. 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. Note: Vapor retarder not required in this location. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.5.1 and to comply with the mandatory requiremen in the Requirements Checklist. T-'->QIAN 4 A,1ZL Ego ,1. Arks. -e -n-7 Name - Title nature Date Project Title: 2470.00 Creek View Elementary Report date: 11/14/07 Data filenarrie: W:\COLLEG-1\2740-1.00_\Code\CREEKV-1.CCK Page 2 of 2 COMcheck Software Version 3.4.2 Lighting Compliance Certificate 2006 IECC Report Date: 11/12/07 Data filename: Untitled.cck Section 1: Project Information Project Title: College Station ISD - Creek View Elem. Construction Site: Owner/Agent: Designer/Contractor: College Station, TX College Station ISD Melvin Kalmans R.H. George & Associates 10930 W. Sam Houston Parkway N. Houston, TX 77064 713-690-1900 mkalmans@rhgeorge. com Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activlty Type(s) F_ _I_oor Area School/University 83280 Section 3: Requirements Checklist Interior Lighting: Cl 1. Total actual wafts must be less than or equal to total allowed wafts. Allowed Watts Actual Watts Complies 99936 84498 YES Exterior Lighting: ❑ 2. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low -voltage landscape lighting. O 3. Comply with Sections 505.2.4 and 505.6 of IECC 2006 and attach documentation. Controls, Switching, and Wiring: I] 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant -sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Page 1 of 6 Areas that use less than 0.6 Watts/sq.ft. d. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 0 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. Cl 10.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting. system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date ,E OF s� 24070 _,4, Page 2 of 6 COMcheck Software Version 3.4.2 Lighting Application Worksheet 2006 IECC Report Date: Data filename: Untitled.cck Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B x C) School/University 83280 1.2 99936 Total Allowed Watts = 99936 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. School/Unlversitv. (83280 sg ft.) Linear Fluorescent 1: i, i 2x4 Troffer / 48" T8 32W / Electronic 3 364 96 34944 Linear Fluorescent 2: A1,A1E: 2x4 Troffer / 48" T8 32W / Electronic 3 307 96 29472 Linear Fluorescent 3: A2,A2E: 2x4 Parabolic Troffer / 48" T8 32W / Electronic 3 9 96 864 Linear Fluorescent 4: AK,AKE: 2x4 Troffer / 48" T8 32W / Electronic 4 21 128 2688 Linear Fluorescent 5: B,BE: 1x4 Troffer / 48" T8 32W / Electronic 2 59 64 3776 Linear Fluorescent 6: C,CE,C1: 4' Strip / 48" T8 32W / Electronic 2 46 64 2944 Compact Fluorescent 1: D1,D1 E: 6" Downlight / Triple 4-pin 42W / Electronic 1 61 42 2562 Compact Fluorescent 2: 133: 8" Downlight / Triple 4-pin 42W / Electronic 1 8 42 336 Linear Fluorescent 7: E: 8' Linear Indirect / 48" T8 32W / Electronic 6 2 192 384 Linear Fluorescent 8: E1,E1E: 16 Linear Indirect / 48" T8 32W / Electronic 6 14 192 2688 Linear Fluorescent 9: G,GE: 2x4 W/ Mirrored Reflector / 48" T8 32W / Electronic 6 20 192 3840 Total Actual Watts = 84498 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 99936 Total Actual Watts = 84498 Project Compliance = 15438 Page 3 of 6 COMcheck Software Version 3.4.2 Mechanical Compliance Certificate 2006 IECC Report Date: 11/12/07 Data filename: Untitied.cck Section 1: Project Information Project Title: College Station ISD - Creek View Elem. Construction Site: Owner/Agent: Designer/Contractor: College Station, TX College Station ISD Melvin Kalmans R.H. George & Associates 10930 W. Sam Houston Parkway N. Houston, TX 77064 713-690-1900 mkalmans@rhgeorge.com Section 2: General Information Building Location (for weather data): College Station, Texas Climate Zone: 2a Heating Degree Days (base 65 degrees F): 1788 Cooling Degree Days (base 50 degrees F): 6851 Project Type: New Construction Section 3: Mechanical Systems List uanti System Type & Description 59 HVAC System 1: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity <54 kBtu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 2: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity —54 - <65 kBtu/h, Air -Cooled Condenser / Single Zone 5 HVAC System 3: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity —90 - <135 kBtu/h, Air -Cooled Condenser / Single Zone 1 HVAC System 4: Heating: Central Furnace, Gas / Cooling: Rooftop Package Unit, Capacity —135 - <240 kBtu/h, Air -Cooled Condenser / Single Zone 7 HVAC System 5: Cooling: Rooftop Package Unit, Capacity —135 - <240 kBtu/h, Air -Cooled Condenser / Single Zone 20 Instantaneous Water Heater 1: Electric Instantaneous Water Heater, Capacity: 1 gallons 1 Storage Water Heater 1: Gas Storage Water Heater, Capacity: 150 gallons, Input Rating: 400000 Btu/h w/ Circulation Pump Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 1. Newly purchased heating equipment meets the heating efficiency requirements Cj 2. Equipment minimum efficiency: Rooftop Package Unit: 9.7 SEER Requirements Specific To: HVAC System 2: 1. Newly purchased heating equipment meets the heating efficiency requirements 2. Equipment minimum efficiency: Rooftop Package Unit: 9.7 SEER Requirements Specific To: HVAC System 3: 1. Newly purchased heating equipment meets the heating efficiency requirements Page 4 of 6 2. Equipment minimum efficiency: Rooftop Package Unit: 10.1 EER Requirements Specific To: HVAC System 4: 1. Newly purchased heating equipment meets the heating efficiency requirements 2. Equipment minimum efficiency: Rooftop Package Unit: 9.5 EER Requirements Specific To: HVAC System 5: 1. Equipment minimum efficiency: Rooftop Package Unit: 9.7 EER Requirements Specific To: Instantaneous Water Heater 1 1. Hot water system sized per manufacturer's sizing guide 2. Electric Water Heater efficiency - 0.93 EF, 55 SL, Btu/h (if > 12 kW) Li 3. First 8 ft of outlet piping is insulated Requirements Specific To: Storage Water Heater 1 1. Hot water system sized per manufacturer's sizing guide 2. Gas Storage Water Heater efficiency - 80% Et, 508 SL, Btu/h 3. All piping in circulating system insulated 0 4. Hot water storage temperature adjustable down to 120 degrees F or lower 5. Automatic time control of heat tapes and recirculating systems present 6. Controls will shut off operation of circulating pump between water heater/boiler and storage tanks within 5 minutes after end of heating cycle Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system Cj 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day dock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations O 7. Outside -air source for ventilation; system capable of reducing OSA to required minimum ❑ 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between duds and the building exterior when ducts are part of a building assembly - Exception: Duds located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. - Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification El 9. Mechanical fasteners and sealants used to conned ducts and air distribution equipment ❑ 10. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics I] 11.Operation and maintenance manual provided to building owner Ej 12.Balancing devices provided in accordance with IMC 603.15 13.Piping, insulated to 1/2 in. if nominal diameter of pipe is <1.5 in.; Larger pipe insulated to 1 in. thickness 14. Lavatory faucet outlet temperatures in public restrooms limited to 110 degrees F (43 degrees C) (] 15.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings - Exception: Gravity dampers acceptable in buildings <3 stories - Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan o 16.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Page 5 of 6 Compliance Statement: The proposed mechanical design represented in this document is consistent with,the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2006 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. — Mtv/,..j Name - Title Signature Date E OF Ir' yt NNNN.NM KALMANS 24070 • �Q' �Otust_EN _�P Page 6 of 6 FedEx I Ship Manager I Reprint Label Page 1 of 1 From: Origin ID: LKSA (281)671-2300 ��,,� Linsy Grozdanich Fed&z. VLK Architects 7915 FM 1960 West Suite 214 Houston, TX 77070 [E] aswoswrzvz� SHIPTO: (979)764-9570 BILL SENDER Benjamin McCarty City of College Station , 1101 TEXAS AVE S COLLEGE STATION TX 778402433 Ship Date: 08JAN08 ActWgt:13 LB System#: 8181698/ IN ET7091 Account#: S •..... f.R Invoice # Dept # 1/3 TRK# 0201 7988 4715 9356 ## MASTER ## 43mCLLA Shipping Label: Your shipment is complete. Return to Histo WED - 09JAN A4 FIRST OVERNIGHT IAH TX -US 77840 1. Use the "Print" feature from your browser to send this page to your laser printer. 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warning: Use only the printed original label for shipping. Using a photocopy of this label for shipping purposes is fraudulent and could result in additional billing charges, along with the cancellation of your FedEx account number. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide, available on fedex.com. FedEx will not be responsible for any claim in excess of $100 per package, whether the result of loss, damage, delay, non -delivery, misdelivery, or misinformation, unless you declare a higher value, pay an additional charge, document your actual loss and file a"timely claim. Limitations found in the current FedEx Service Guide apply. Your right to recover from FedEx for any loss, including intrinsic value of the package, loss of sales, income interest, profit, attorney's fees, costs, and other forms of damage whether direct, incidental, consequential, or special is limited to the greater of $100 or the authorized declared value. Recovery cannot exceed actual documented loss. Maximum for items of extraordinary value is $500, e.g. jewelry, precious metals, negotiable instruments and other items listed in our Service Guide. Written claims must be filed within strict time limits, see current FedEx Service Guide. https://www.fedex.com/fsmHistory/HistoryMainAction.do?method=doReprint 1/8/2008 FedEx I Ship Manager I Reprint Label Page 1 of 1 From: Origin ID: LKSA (281)671-2300 ��,,,, Linsy Grozdanich f�® VLK Architects 7915 FM 1960 West Suite 214 Houston, TX 77070 asososo�rsvz� SHIP TO: (979)764-9570 BILL SENDER Benjamin McCarty City of College Station 1101 TEXAS AVE S COLLEGE STATION, TX 778402433 Ship Date: 08JAN08 ActWgt: 13 LB System#: 8181698/INET7091 Account#: S """'"" "wiAddress iBar iCode Invoice # �uiuiiuuiuiuiiuuiu Dept # 3/3 � 79091224 7503 Mstr# 7988 4715 9356 0201 43mCLLA Shipping Label: Your Shipment is Complete. Return to. History WED - 09JAN A4 FIRST OVERNIGHT IAH TX -US 77840 1. Use the "Print" feature from your browser to send this page to your laser printer. 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warning: Use only the printed original label for shipping. Using a photocopy of this label for shipping purposes is fraudulent and could result in additional billing charges, along with the cancellation of your FedEx account number. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide, available on fedex.com. FedEx will not be responsible for any claim in excess of $100 per package, whether the result of loss, damage, delay, non -delivery, misdelivery, or misinformation, unless you declare a higher value, pay an additional charge, document your actual loss and file a timely claim. Limitations found in the current FedEx Service Guide apply. Your right to recover from FedEx for any loss, including intrinsic value of the package, loss of sales, income interest, profit, attorney's fees, costs, and other forms of damage whether direct, incidental, consequential, or special is limited to the greater of $100 or the authorized declared value. Recovery cannot exceed actual documented loss. Maximum for items of extraordinary value is $500, e.g. jewelry, precious metals, negotiable instruments and other items listed in our Service Guide. Written claims must be filed within strict time limits, see current FedEx Service Guide. https://www.fedex.com/fsmHistory/HistoryMainAction.do?method=doReprint 1/8/2008 FedEx I Ship Manager ( Reprint Label Page 1 of 1 From: Origin ID: LKSA (281)671-2300 ��,�,., Linsy Grozdanich �® VLK Archheds 7915 FM 1960 West Suite 214 Houston, TX 77070 [E] c�swosonsys� SHIPTO: (979)764-9570 BILL SENDER Benjamin McCarty City of College Station 1101 TEXAS AVE S COLLEGE STATION, TX 778402433 Ship Date: 08JAN08 AdWgl: 19 LB Sy stem#: 8181698/ I N ET7091 AccounW: S "'""" Invoice # Dept # 1/3 TRK# 762-o-ii 7983 4739 3673 ## MASTER ## 43mCLLA Shipping Label: Your shipment is complete. Return to History WED - 09JAN A4 FIRST OVERNIGHT IAH TX -US 77840 1. Use the "Print' feature from your browser to send this page to your laser printer. 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warning: Use only the printed original labeffor shipping. Using a photocopy of this label for shipping purposes is fraudulent and could result in additional billing charges, along with the cancellation of your FedEx account number. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide, available on fedex.com. FedEx will not be responsible for any claim in excess of $100 per package, whether the result of loss, damage, delay, non -delivery, misdelivery, or misinformation, unless you declare a higher value, pay an additional charge, document your actual loss and file a timely claim. Limitations found in the current FedEx Service Guide apply. Your right to recover from FedEx for any loss, including intrinsic value of the package, loss of sales, income interest, profit, attorney's fees, costs, and other forms of damage whether direct, incidental, consequential, or special is limited to the greater of $100 or the authorized declared value. Recovery cannot exceed actual documented loss. Maximum for items of extraordinary value Is $500, e.g. jewelry, precious metals, negotiable instruments and other items listed in our Service Guide. Written claims must be filed within strict time limits, see current FedEx Service Guide. https://www.fedex.con/fsmHistory/HistoryMainAction.do?method=doReprint 1/8/2008 BUILDING,PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATJON, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http:,//bpinspect.cstx.gov --------------------------------------- ------ Application Number 07-00003385 Date 1/14/08 Application pin number 462970 Property Address . . . . . . 1001 EAGLE AVE Property ID: 005401-0064-0000 R #• Tenant nbr, name . . . . . . CREEK VIEW ELEM Application type description COMMERCIAL, SCHOOLS & OTHER EDUCATION Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . ADMIN. PROFESSIONAL Application valuation 13000000 Owner Contractor ------------------------ ------------------------ COLLEGE STATION ISD PEPPER-LAWSON CONSTRUCTION 1812 WELSH AVE # 120 4555 KATY HOCKLEY COLLEGE STATION TX 778404800 KATY TX 77493 (281) 371-3100 --- Structure Information 000 000 ELEMENTARY SCHOOL Construction Type . . . . . NON-COMBUSTIBLE Occupancy Type . . . . . . EDUCATIONAL Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB HEATED AREA 83000.00 INTERIOR WALL TYPE SHEETROCK SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 403.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - Additional desc . . KW Permit pin number . 544858 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 1/14/08 Valuation . . . . 13000000 Expiration Date . . 7/12/08 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON COMMERCIAL BUILDINGS -FRONT: 5" ADDRESS NUMBERS, AND ON REAR DOOR(S): 2" HIGH ADDRESS NUMBERS AND NAME OF BUSINESS. FOR MULTI -FAMILY RESIDENTIAL PROVIDE UNIT NUMBER ON FRONT DOOR AND IDENTIFY EACH UNIT.FROM A REAR FIRE LANE. IDENTIFY MULTI -FAMILY BUILDINGS WITH 12" BUILDING NUMBERS, VISIBLE FROM ALL ADJACENT/NEARBY FIRE LANES. ALL NUMBERS AND LETTERS SHALL HAVE CONTRASTING BACKGROUNDS. NOTE FROM WATER DEPT--REDUCED PRESSURE ASSEMBLY REQUIRED FOR CAR WASH, POSTMIX CARBONATER, AND HEATING/AC WITH DIRECT --------------------------------�--------------- BUILDING DEPT REPRESENTATIVE: , n /l APPLICANT: BUILDING,PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http:_//bpinspect.cstx.gov Application Number . . . . . 07-00003385 Application pin number . . . 462970 Page 2 Date 1/14/08 Special Notes and Comments CONNECTION TO WATER SUPPLY, WATER SUPPLY LINES SERVING THE THIRD FLOOR OR HIGHER, 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 ELECTRICAL 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, 2006 INTERNATIONAL RESIDENTIAL CODE PROVIDE COMBUSTION AIR: FOR GAS -FIRED APPLIANCES PER SECTION 304 OF THE 2006 INTERNATIONAL FUEL GAS CODE; FOR OTHER FUELS TO COMPLY WITH CHAPTER 7 OF THE 2006 IMC. Underground electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764-6314 for more information. *ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS PROVIDE EXTERIOR LANDING LEVEL WITH THE INTERIOR FLOOR FOR REQUIRED 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 RETURNED PROVIDE FIRE EXTINGUISHERS) - VERIFY LOCATION AND PLACEMENT BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING -PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-357b FAX: (979)764-3496 http://bpinspect.cstx.gov Application Number . . . . . 07-00003385 Application pin number . . . 462970 Page 3 Date 1/14/08 Special Notes and Comments 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. *Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PROVIDE MINIMUM 42" CLEARANCE FROM CENTER LINE OF WATER CLOSET TO EDGE OF LAVATORY OR WALL TO COMPLY WITH ANSI 2003, ACCESSIBLE STANDARDS. PROVIDE PROTECTION FOR STRUCTURES, DUMPSTER ENCLOSURES, AND MECHANICAL, AND ELECTRICAL EQUIPMENT FROM IMPACT BY AUTOMOBILES. *PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES *INTERIOR BEAMS > 60' MUST BE A MINIMUM OF 30" DEEP PROVIDE A KNOX BOX FOR FIRE DEPARTMENT ACCESS. A KEY FOR EACH SHELL BUILDING AND/ OR TENANT DOOR IS REQUIRED. *IF LAWN SPRINKLERS 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 INTERIOR LIGHTING SHALL MEET THE CONTROLS AND WATTAGE REQUIREMENTS OF SECTION 505 OF THE 2006 INTERNATIONAL ENERGY CONSERVATION CODE. IF LAWN SPRINKLERS IS PROVIDED, LAWN SPRINKLER SYSTEM MUST BE INSTALLED AND TESTED PRIOR TO CERTIFICATE OF OCCUPANCY. PROVIDE ENVIRONMENTAL SEVICES WITH THE ORIGINAL BACKFLOW TEST REPORT PRIOR TO C.O. 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, ------------------------------------------------ - BUILDING DEPT REPRESENTATIVE: ` APPLICANT: BUILDING,PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE ,STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 07-00003385 Date 1/14/08 Application pin number . . . 462970 ---------------------------------------------------------------------------- Special Notes and Comments parapet walls, or partition screens. *BE AWARE - SEWER MANHOLE/WATER VALVE ON PROPERTY - DO NOT COVER - CONTACT WATER & WASTEWATER ® PUBLIC UTILITIES 764-3660 (PETE GARCIA) FOR ADDITIONAL INFORMATION *A Minimum of No. 15 Asphalt Felt or Other Approved Water Resisitive Barrier Shall be Placed Over All Exterior Sheathing Per 2006 IRC Section R703.2 CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance 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. Also assure proper protection of pipe to U.V. light. *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 TO BE VISIBLE FROM ROAD *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 *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 **FOR SONOMA PHASE I, CERTIFICATE OF OCCUPANCY WILL BE HELD UNTIL THE ASSOCIATED OFFSITE PUBLIC SANITARY SEWER IS CONSTRUCTED AND A LETTER OF ACCEPTANCE IS ISSUED ALLOWING SONOMA PHASE ONE TO SEWER.** *SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES *THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION/WINDOW PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING/WINDOW RATIO UP TO 20o A .40 OR LOWER FACTOR AND ABOVE 200-. TO 30o A .35 FACTOR OR LOWER SHALL BE MET. AS PER THE ZONING ORDINANCE SECTION 12.3.L; ATTACHED SIGNS SHALL NOT EXTEND MORE THAN ONE FOOT AWAY Xj_7_—-.e BUILDING DEPT REPRESEN TAIVE: . APPLICANT: BUILDING•PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE ,STAT,ION, TX 77840 PHONE: (979)764-357b FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------'------------------------------- Page 5 Application Number . . . . . 07-00003385 Date 1/14/08 Application pin number . . . 462970 ---------------------------------------------------------------------------- Special Notes and Comments FROM EXTERIOR BUILDING FACE Shall advertise only the name of, uses of, or goods or services available within the building or tenant lease space to which the sign is attached; Shall be parallel to the face of the building; Shall not be cantilevered away from the structure; 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; and Shall not be attached to any tree or public utility pole. *REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO THE STATE FOR ACCESSIBILITY REVIEW - CONTACT TDLR @ (512) 463-3211 FOR MORE INFORMATION *TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS *AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE *U-Factor Ratings for Window a up to 15% is .65, from 15% to 20% is .55, from 20% to 25% is .54 and above 25% is .46 or lower. *ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK SUBMIT FIRE SPRINKLER AND FIRE ALARM PLANS TO FIRE MARSHAL'S OFFICE, 979-764-3705, FOR SEPARATE REVIEW AND PERMIT, PRIOR TO INSTALLATION. ALL WOOD BLOCKING SHALL BE FIRE -RETARDANT -TREATED LUMBER. ALL PLUMBING FIXTURES IN DISH WASHING AREA D-147 SHALL BE CONNECTED TO A GREASE WASTE INTERCEPTOR. ISOLATE KITCHEN PLUMBING ON SEPARATE WATER METER FOR SEWER USAGE CALCULATIONS, AND ISOLATE KITCHEN SEWER LINE. PROVIDE SAMPLE WELLS PER CITY OF COLLEGE STATION, ENVIRONMENTAL SERVICES: 979-764-3663. PROVIDE REQUIRED SPECIAL INSPECTIONS PRIOR TO COVER-UP AND SUBMIT SPECIAL INSPECTION REPORTS PRIOR TO CERTIFICATE OF BUILDING DEPT REPRESENTATIVE: APPLICANT: BUILDING.PERM.IT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-357b FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 6 Application Number 07-00003385 Date 1/14/08 Application pin number 462970 ---------------------------------------------------------------------------- Special Notes and Comments OCCUPANCY. ---------------------------------------------------------------=------------ Fee summary Charged ---------- Paid ---------- Credited ---------- Due ---------- ----------------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 ---------------------------- -------�--------------- BUILDING DEPT REPRESENTAT VE: APPLICANT: 'APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION., TX 77840 (979) 764-3570 (979) 764-3496 FAX CITY OF COLLEGE STATION WWW.CSTX.GOV Planning c ' Dewlopment Srmket ADDRESS/LOCATION: L4AMPZ "p Xf/e, LOT BLOCK SUBDIVISION Fo. K0117REG DATE:'' APPLICATION # TEMP POLE # SEC/PH BUSINESS/OWNER NAME: ,CaC•P�,�l�„SD. PHONE: Jr,.140 CONTRACTOR/HOMEOWNER: �,0;P11V1110e X.O? PHONE%- j - 37/-3/Dl� CONTRACTOR ADDRESS: �/ga It VWi%e,6mie &Ir-065 ZA) A61a� T...,r, g?yl,3 ELECTRICIAN: HVAC: PLUMBER: _ GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY. DUPLEX (Landscape Plans) REMODEL/RENOVATION* SWIMMING POOL // TENT/CANOPY DESCRIPTION OF WORK: de..,. MBA. 1%e„J &,wwenlmew 7:16716130XIS HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE PPR VAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ 66 C7q 7� VALUATION: $ 13, pe240,&,go TOTAL AREA: ATED AREA: (Cos of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: © SEWER TAP: . (J INTERIOR WALL TYPE: ® WATER TAP: SIZE -7 EXTERIOR WALL TYPE: © OTHER TAP: // SIZE Z Lrr�'� a )Lr`o" FOUNDATION TYPE: SIZE ❑ TEMP POLE ROOF TYPE: GARAGE TYPE: SINGLE DOUBLE F-] TRIPLE ATTACHED [:j DETACHED, F-] CARPORT SIGNATURE OF APPLICANT: *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only Plans Examiner Zoning Official Fire Marshall Comments: (119 or NO Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 .(vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER Rating 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: # of pages including cover: -2- If you did not receive a complete fax, please call our office immediately for anew transmittal, TO: 01r: <4ewe AfCV FAX: 2 $/ - 6 21 - Z 3 / 3 COMPANY:_ V/ J4 ► CC if L/,'e %, FROM: /G w► Ar • COMPANY: City of Collesze Station, Development Services REMARKS: El Urgent RFor your review ❑ Repl v ASAP ❑ m w CITY OF COLLEGE STATION December 4, 2007 Re: Creek View Elementary School- 1001 Eagle Avenue Dcar Mr. Steven Aloway, 1 have completed the plan review for the above referenced project and have the following comments. The plan review is based on the 2006 International Codes, the 2005 National Electrical Code, ANSI A117- 2003 Accessibility Standards, and our local amendments. Where appropriate, I have included the applicable code sections. XProvide Texas Accessibility registration number (EABPRJ) for this project. Submit Statement of Special Inspections that meets the requirements stated in section 1705 of the 2006 IBC. 3. Screen all mechanical equipment from view per local ordinance. �! Submit ComCheck, 2006 IECC energy reports of building envelops, lighting loads, and mechanical for each structure involved in this renovation project. gyp. j� Submit Fire Sprinkler Plans and Fire Alarm Plans to Fire Marshal's Office, 979-764-3705, for separate pen -nit & review prior to installation. ,61' Provide 3 additional accessible curb ramps at rear sidewalks meet fire lane to complete accessible route. Provide one additional accessible parking space to comply with the 6 required for 167 parking spaces per table 1106.1 of the 2006 IBC. Provide Construction Type on Plans. Nor—. Provide Fire -Retardant -Treated lumber for all wood blocking in details on sheet A7.03. Door D149 shall be smoke rated. Smoke rated walls needed at room Al 14, show on sheet Al.I 1. RTU's # 60, 61, & 62 need smoke detectors in return air duct to comply with 606.2.1 of the 2006 International Mechanical Code. AltTF ]oT. Provide hot or tempered water for all wash fountains (WF-1), sink (SK-3), and sink (L-2) adjacent to all restrooms to be used for hand washing purposes to comply with 607.1 of the 2006 International Plumbing Code. lV/or W. Connect all plumbing fixtures in `Dish Washing' area in kitchen to grease trap waste line. 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 complete sets of plans addressing these issues will be required for re -submittal. Should you have any questions, contact me at 979-764-3754. Thank You, Ben McCarty Plans Examiner the heart of the Research Valley P.O. BOX 9960 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 979.764.3510 www.cstx.gov TRANSMISSION VERIIFICATION REPORT DATE DIME FAX NO./NAME DURATION PAGE(S) RESULT MODE TIME- 12/04/2007 12:02 NAME FAX TEL SER.# 000L5J596800 12/04 12:02 912816712313-40681# 00:00:39 02 OK STANDARD ECM 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 SHEEP' Date: /Jer. V,,� yOw 7 # of pages including cover: 7a If yr�u did not rt�oeiva a coin fax, please W1 our office immewatw for s ne w ft=SmitW, TO: FAX: 2 8/ - 9 7 / - .23 / 3 COMPANY':_ 1V/I4 ,r rrA; -1ee,7 .f FROM: eh , ; �-, Me-tv 00'411f City of College Station Pa a of Building Inspection Department g PLANS EXAMINATION REPORT Address: 00 Date: Project Name: l le- w Gre c-K Drawing Number Code Ref. Number (Anf�."� d�,'o.� Ty/� : .3=-- J3 Qeewr4+y�y�re, �C Questions or Comments Gam GG�P� c �ov� �' EGG �i�� Vole 3�c a /�cc .fs,a r �.., f 7 )Oar k��n �GcS ✓ �civG CCGGcSSilc✓G G�rIL"' S RGG pHG H��f � 40,We on /a,i T G o,.• �7y� e.., . 4o�7 woo /o-c e >ta r e.i�V T -r.">1oa _V 04 G (,06.2.1 R,?"U fi� w ✓ I/1 �-i ✓ S S � Gw� s . ZrPC 607. f P/O ✓!G(Q /Oe a 4epl I i r rS),n O f �p r �tol 1Lia w CI f A 1104 N OS e-s Gi� �o•c C.� ✓ �� �Sl� />lo� dr ��..�. ��.! .w..�4✓ a7` �- - Z s,°,�/Cl "i'o1>4 ly / �e �rme �., J S� cy �/� �-G en � 7�'o r✓� f i v+ w. //�� P2,01 /1�I `a ,Q /Ov��C C?// tit vtilO:re �; �✓.re f i SH �nf����t A6.7HcGk-js�-e Lf'He Received by: Date: J R.H. George and Associates, Inc.. Consulting Engineering December 5, 2007 VLK Architects P.O. Box 891209 Houston, TX 77289 Attn: Steve Aloway Re: Hot Water in Student Restrooms For over 25 years, the majority of my career has involved the design of mechanical, electrical and plumbing systems for schools. I cannot recall any project where the school district has requested hot water at the lavatories in the restrooms predominantly used by the students. The following is a partial list of school districts that I have been involved with: Alief Independent School District Katy Independent School District Humble Independent School District Cypress Fairbanks Independent School District Conroe Independent School District Willis Independent School District Montgomery Independent School District Magnolia Independent School District Bryan Independent School District Lamar Consolidated School District Klein Independent School District Tomball Independent School District Spring Independent School District Houston Independent School District Pasadena Independent School District Pearland Independent School District Laporte Independent School District Angleton Independent School District Friendswood Independent School District Galveston Independent School District Fort Bend Independent School District Bay City Independent School District Keller Independent School District Plano Independent School District Waller Independent School District Beaumont Independent School District New Caney Independent School District If you have any questions, please contact me. Sincerely, R. H. GEORG A D ASSOCIATES., INC. el Kalmans, P. E. M K/ss Houston I Arlington I Baton Rouge 10930 W. Sam Houston Parkway N. I Suite 900 1 Houston, Texas 77064 1 281/664-1900 1 281/664-1912 Fax