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HomeMy WebLinkAbout1400 STATE HWY 146 N. PORT MODAL CENTRE_11-0035_11-0472_11-0648_12-0401_12-0336_11-1572_11-1546_11-1020_11-1462_11-1021__ftT 1400 STATE HWY. 146 N. PORT MODAL CENTRE CLP . # 11-83000001 �` • t f F ' . a ` •. •�y?'* F , y`. ,^- e ' �,. -i of f -. , + F. Ft'k xr .. .....c [ � I iY r+ t 4 - , t+�' r .w:� ,i'. I a • � t:t L,t- r� t )' ] r '� ;r ^ : �^ ci A..� !Pj- { ;.. +-, a t��' r.'r ilr rti {cf•4� ,.ifo tt_ 'fit ". ' I _ � 1 - .E'1 >�. - r r f is � � .- }d i,.. a 11 S � - iv' 1... I }•t✓s .,y. 1 ` -c I.�•!T3'44ko�'Y bl" x n fa '.�•� �j+r}'. F4 lb' y t. i i}'h. T. ,...-.�•-v��iK'.d. •�Y^�JL�e.. - r���t�a-�., i� .�r.rlf. _' r l�l, �4T. 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BOX 1525 • HOUSTON, TX 77251-1525.713 / 755-6411 �+it y'�orTE+� PLAT FILED FOR MAP RECORDS FILED He Number: 4/13/2012 4:10 PM 57-, , Z51L. ,, 20120160913 COUNTY CLERK HARRIS COUNTY, TEXAS Volume: 645 Page: 190 Name of Subdivision: PORT MODAL CENTRE Survey: Abstract No. JOHNSON HUNTER A-35 THE ENOCH BRINSON LEAGUE A-5 Recelpt0 1810094 ---------------------------- STAN STANART COUNTY CLERK HARRIS COUNTY 201 CAROLINE ST HOUSTON, TX 77002-1901 --------------------------------------- DOCA 20120160913 POs: 1 MAP * 1 $ 60.00 Total $ Check Amt. Tendered $ Change Due $ Balance ------------------------------- $ Check Number 39693 ------------------------------- $ Total Documents: 1 Total Fees: 4 ------------------------------- Cllent Name GENERAL PUBLIC 04/13/2012 04:09:35 PH Cashier: MARTINEZ 60.00 60.00 0.00 0.00 Amount 60.00 Pages Required: Key Maps: 1 Records: 1 Terrence D. Rather Terrence D. Rather Recording Fee: $ 60.00 Date: iuun�A�eiiuiii�s Huber, Mark From: Huber, Mark Sent: Thursday, May 10, 2012 3:13 PM To: Garza, Julian Cc: Tietjens, Tim; Malik, Masood; Slaton, Rodney; Huber, Mark Subject: R 4AA"" CUP� This was the scup for Port Modal @ Hwy 146. Masood, this email shall also confirm our verbal conversation today that you were "good" with all SCUP conditions at Port Modal before we release the C.O. Respectfully, Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm(cDlaportetx. gov From: Garza, Julian Sent: Thursday, May 10, 2012 3:06 PM To: Slaton, Rodney Cc: Huber, Mark; Tietjens, Tim; Malik, Masood Subject: Landfill SCUP Rodney: Mark needs you to respond to his e-mail regarding Item #5 in the SCUP relating to safe truck circulation and signage. I also left you a voice message. Please respond to all with your response before you go home this evening. Thank you. Julian Garza, Jr. P.E. City Engineer City of La Porte 604 W. Fairmont Parkway La Porte, Texas 77571 ga rza i @ l a po rtetx. aov Phone: 281-470-5063 Fax: 281-470-5005 1 1 J Ramos, Mario From: Huber, Mark Sent: Thursday, May 10, 2012 4:16 PM To: Ramos, Mario Subject: FW: Landfill SCUP FYI Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm(aillaportetx. qov From: Slaton, Rodney Sent: Thursday, May 10, 2012 4:14 PM To: Huber, Mark; Garza, Julian Cc: Tielens, Tim; Malik, Masood Subject: RE: Landfill SCUP Item #5 of the SCUP has been addressed. There is signage as well as a gate setback that will control egress from the site. From: Huber, Mark Sent: Thursday, May 10, 2012 3:13 PM To: Garza, Julian Cc: Tietjens, Tim; Malik, Masood; Slaton, Rodney; Huber, Mark Subject: RE: Landfill SCUP This was the scup for Port Modal @ Hwy 146. Masood, this email shall also confirm our verbal conversation today that you were "good" with all SCUP conditions at Port Modal before we release the C.O. Respectfully, Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm(cDlaportetx.gov 1 From: Garza, Julian Sent: Thursday, May 10, 2012 3:06 PM To: Slaton, Rodney Cc: Huber, Mark; Tielens, Tim; Malik, Masood Subject: Landfill SCUP Rodney: Mark needs you to respond to his e-mail regarding Item #5 in the SCUP relating to safe truck circulation and signage. I also left you a voice message. Please respond to all with your response before you go home this evening. Thank you. Julian Garza, Jr. P.E. City Engineer City of La Porte 604 W. Fairmont Parkway La Porte, Texas 77571 Ra rza I @ la portetx.Roy Phone: 281-470-5063 Fax: 281-470-5005 2 nntirl t.. City of La Porte /1 Special Conditional Use Permit #11-91000002 t7z This permit is issued to: Clay Development & Construction. Inc. Owner or Agent 5599 San Felice. Suite 1440, Houston TX 77056 Address For Development of: Port Modal Centre Development Name 1400 State Highway 146 North. La Porte: TX 77571 Address Legal Description: 14.6252 acre tract of land. Johnson Hunter Survey, Abstract 35 & Enoch Brinson Survey, A-5, La Porte, Harris County. Texas Zoning: Planned Unit Development (PUD) Use: Office/Warehouse Facility Permit Conditions: This SCUP outlines in general terms the proposed Planned Unit Development The developer recognizes and understands that any construction or development of the private or public improvements anticipated by this SCUP and the general plan shall require further submittal and approval of plats, site plans, construction drawings, engineering analysis, covenants, etc. Said submittals for this development shall be in accordance with this SCUP, General Plan, �,Z. ordinances and policies of the City of La Porte. ,. Land uses will be strictly commercial/industrial in nature. A further refinement of industrial activity shall be approved by the City. En fi' Zoning permit shall be required from the City for proposed use/activity at site. The applicant shall ensure that the truck circulation does not cause congestion on the streets, ` and Proper signage shall be installed to control vehicles turning along SH 146. Fire truck access, hre sup ress ran p acemen s a e specified on the plans. ,7. A rail access, spur design, and UPRR approval shall be required. Proposed development shall be screened and landscaped in compliance with required screening and landscaping provisions of the zoning ordinance of the City. A site plan and/or separate plans shall be submitted in conjunction with the building permit application and ensure that tall trees are planted along frontage road of SH 146 and along south pr_ oerty line to provide screening, which will add to a positive' aesthetic environment at the entrance corndor. Cd Provide detailed landscape and screening plans during site plan submittal. Allow existing trees to remain at site. Provide an irrigation system to ensure that all landscaping and screening is properly maintained '432W by the owner/developer. M � .Submit design for on &off -site utilities with capacities. �� •` 4T Stacking of shipping containers at the facility shall not be allowed. 'j/ItThe Developer shall comply with all other applicable laws and ordinances of the City of La Porte and the State of Texas. /0: 040'— EXHIBIT A Final Inspection Check Sheet Commercial •.e Date: Project Address: Contractor Name: C_ / Project Name: 061" O File Review Ws 1-9 ti /- 1. .�J • / `/, • •eivIl'-p-cl permits, • All i •• complete Field Review #'s 10-1' 1 ylot r . :r 14. Drainage as per site pl 1. 17. Landscaping as per site 18. Insb: �ction-tticket-to-idea 19: Inspector Signature SACPSh=\DJSPECT1ON DIVISIONVnspectionsWinal Inspection Check SheetCom1Feb20)2.doc (if Date .• . JOBADDRESS p/ad INSPECTIQ.e"YPE: DATE�z���Z THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made q- It is unlawful for any Carpenter, Conn ractor, Builder, or; other persons, to cover dr cause to be covered, any part of the work with flooring, lath, earth or other material, uhtil. the proper inspector has hiid ample time to approve the " installation. Pay p`0 After additions or corrections have been, made; call 281-470-5130 t T1 C�or addition0iQn Gall 2 -4 -5073. a I City of La Porte OF JOB ADDRESS/v / / /t INSPECTION TYPE: �tiM L DATE)jG/Z ,•? THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the iob will be accented 7v/2 { JWz Ll z :. y AW '.i i f It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part 3 of the work with flooring, lath, earth or other material, until 4 the proper inspector has had ample time to approve the.? installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN t CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . 3/21/12 Expiration Date . . . . 4/20/12 Parcel Number . . . . . 027-083-000-0001 Property Address . . . 1400 N HWY 146 LA PORTE TX 77571 Subdivision Name . . . NEBRASKA SYNDICATE Legal Description . . . TR 27 BLK 27 & TR 28 BLK 28 & TR A TR 3 ABST 5 E BRINSON Property Zoning . . . . PLANNED UNIT DEVELOPMENT Owner . . . . . . . . . OAK PARK TRADING LTD Contractor . . . . CLAY DEVELOPMENT & CONST 713 789-2529 Application number 11-00001020 000 000 Description of Work NEW, COMMERCIAL Construction type . . . NON-COMBUSTIBLE II Occupancy type . . . . STORAGE Flood Zone . . . . . . Special conditions . . TEMPORARY CERTIFICATE OF OCCUPANCY - 1400 HWY 146 N. TO UTILIZE THE MIDDLE ONE-THIRD PORTION OF THE BLDG. TO BE USED FOR SAND STORAGE ONLY. ALSO, AS OUR PHONE CONVERSATION AT 11:45AM TODAY (3-12-12) WITH THE FIRE MARSHAL, WE RECOGNIZE THAT ALL LIFE SAFETY ISSUES HAVE NOT BEEN ADDRESSED AT THIS TIME. AND FINALLY, IF EXTENSION PAST 30 DAYS IS NEEDED, WE WILL SEEK APPROVAL FROM YOU FOR ANY ADDITIONAL TIME). Approved Building Official }5,, VOID UNLESS SIGNED BY BUILDING OFFICIAL ' — P.O. Box 2301 Friendswood, TX 77549 281-554-4202 Office 281-554-4204 Fax 281-796-4415 Mobile ' Codemnsultants.inc@con=st.net CODE CONSULTANTS, INC. 03/22/1012 TO: City of La Porte FROM: Ernest Taylor III RE: 2009 IECC Energy Code Compliance PROJECT: 1400 Hwy 146, LaPorte, TX PROJECT APPROVED This is to confirm that the above referenced project is constructed in compliance with the 2009 International Energy Conservation Code (inspection date: 03/22 2012). If you need further information regarding this inspection, please contact me at the above numbers or email. fR"51 TAYLOR Oi ]CC Commercial Ene C e Inspector #5214467-77 Registered Accessibility Specialist #0492 ............................ CC/—SM7V/NG MECOAS"ff C770N/A1ZXSMY 1 02/01/2010 2E:42 FAX Z 001 I r I i r I I 1 fl' b1A ILINC CDN 'Ihia back, flow )VAx Tlpt nACXFL.O FOR MIMIC V 1' 1 ' ' NF.w Ye RCOI I LJ DOUI � MANIIF/ LOCATF I i Is the R ' hj IREPAIRSY :1 I AND 'i II.USEDI III d 'MATERIALI 1i 1 ( II i FINAL`) TEST. TFX17 GAUCF, kEMARKS-; 'll IF. AIIOVE I n l'1'.,r FIRM N �Yiiibi�nuolii Ippli ' 'I IPi��B II FHIM PI H INI .` ".I''gr RI J IrxtiflNl M -City of LaPorte BACKFLOW PREVENTION ASSEMBLY 'TEST AND MAINTENANCE REPORT * ;�: 1400,Stale Hwy 146 North I I sop •r 281 sy3.4374 CITI LaPorte , Sl'ATE: TX _—; ilr, ?7371 ..._-KEY Mn1• I:-- sY: i1Enq PlumbinC ._ .. _ _. (:QNTACT PYRSONI mbly is used to paotea ftmn possible , . s conncetion m baekilow with ••- ------ Ar9401 C' IWJI laf&WWCF- ON R: Jr9i'MOWP%WJ-LAAWRg TX77J71 ZIl-/7&.f0W iR V(NrION ASSEMBLY DETAILP7) I IHRFON IIAS DU(N'TESTED AND MAINTAINU2 AS REQUIRIM nY TCEQ-C4PIvr 290, RULES AND RECULKI'IUNS LR SY.,;rx S,CrrY'S UNiFOIIM PLUMBING CODE. AND IS CERTIFIED to compLY WITI 1'I'I16 REQUIRIMWTS. 'TYPE OF A.NNEMIILY I _ ExisrlrU REPLACED—.. ..... (DLD SIBIAI. x1:1'L\CED) 2 PRRSSURE PkINC'IPLR(Rr:❑ ItEDUCED PRVS.CUkE FRINCiI't.F DCTECI'UR (RPU) ❑ rNr:�SI)RE VACIIIIM IIREAKER (PVU) CHECK VALVEO)M. ❑ UIIIIUI.ECIIF.CKVALVE-DY.'1'V.S'1'Dk(BCD) C] SI'11.t..RKELWANTrRLSUUREVMIDIIMHREAKERISVU) 1RERWIIklDS MODF1a 373 .— SIZE 2" SURIALNUMMiR _.. .._ " - aq -Enlor fUU1.TnN Ud Slft. _ DATV INSI'N.IXO' �13/2Q12 T: , nbly Installed In accordance With manufacturer recommendations and/or Clty's Uniform Plumbing Coda? Yes REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER A SVB DOUBLE CHECK VALVE ASSEMBLY RELIEF VALVE AIR INLET CHECK VALVE 11 r•w a VFa1 CHE ALVEa2 _ O C. GLOSCD TIGHT ® CLOSED Torr ® OPENPO AT OPENEDAT IICLO AT RP . ! B•4 Pat) PR10 3'D ^ Pem PSID - PSIn aAWFn I.I LFM(C-0 I.� DID NOT UI+l:N U DID NOT OI+tN �� LEAKI`n L.� I , I , I i CLOSP-D TIGHT ❑ CLOSITD I IOHT ❑ OPCNED AT OPCNED AT I II:ID AT PSa) ..PSID ---. PSa) i - C¢1lbml inn Da(g: 012 . i rFti'rP.nnn,,,Isnvl M�Is(MuJcl: W1M1706 ¢tu:TK9')f • •tiM; 3- --' , .. Meter Ni - ---'----" k'1'IV;LD TO OF'1'RUE ATTIM. TIMR OF TICR'rING. It J'L. Mnllammell t1.211an1 Certification Plus, Tde, CCRTIFIKU'rESI'Fit, -- I - - CF.MI'I FD:UTESTER NO., DPOO13692 11ba�Iaa: 934 18610 Tomato St., BIda, D TX 77379 'rILYI' DATE: __ _. A 1_ r1 d 17. 2012 _ ... ..—. Isl-37n-EEIt Can CCC#77ATBU TB.MUS1,' BE KEPT FOR AT LEAST' URF.F. WARS. iF.QUDiM UPON INSTALLATION, REPAIR, OK RELOCATION AND ANNUAI.I.Y'1'IICICY tFTER. CL 2flss T oe2us IANUPAC nIRF.IL'i' REPLACEMENT PA WI S. , I n. C'I. nee ' f I 0 1 -U 10:111TAY FRO -Pit; . ,, T16 Co. 2Bliti �=; COPY city of La Pores Saddlow Prevention AssarnWy Certified Test and Mtahrtl rtwm Re fit T-MP OOi/COt Fq6 -�'� sandn Puwk;vft Fu CM) 4704 M Fat MI)4M41M AM MTWVA= um MWIIMCM raft pw 6 281-8 S-Pac28t�9S ••'pMmleatmOWN" -tidIsmass.sam.acrorr.. �o.v -•rr�r��a�ordoeawevrcv�•�+* �r6srw�ra�wc�rwrtrosunsA�n�tazurcaoornoea 1111PL» Huber, Mark 7� From: John Black [)black@ftlg.net] Sent: Monday, March 12, 2012 12:21 PM To: Huber, Mark Subject: 1400 Highway 146 North Mark: It is my �ut understand that we have been approved for a temporary certificate of occupancy- for our new warehouse at 1400 Highway 146 North. -Per our conversation earlier this morning, it is our intent tolize.the middle one-third portion of the building`, to be used for sand storage only. -Also, as our pHone conversation at-. 11:45 a.m. today (3-12-12) with the Fire Marshal, we recognize that all life safety issues have not been addressed at this any time. And.fmally,_if.an extension past.30 days is needed,_we,will seek approval from you for additional time)Thank you for your help. John Black (f' PREPARED 3/22/12, 17:48:46 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/23/12 _________________________________ ---_-_______________------------------------------- ADDRESS . : 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR HORTICULTURAL SERV, INC. PHONE (281) 558-4499 OWNER PORT MODAL CENTRE LP PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 12-00000401 MISCELLANEOUS ________________________________________________________________________________________________ PERMIT: LS 00 BLDG PERMIT -LAWN SPRINKLER REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ MISC O1 3/23/12 DM MISCELLANOUS INSPECTIONS IRRIGATION -------------------------------------- COMMENTS AND NOTES ------------__________-----______--_-_ i Tschappatt, Vickie From: Wise, Sandra Sent: Wednesday, March 21, 2012 10:50 AM To: Jennings, Sherry; Tschappatt, Vickie; Capstin, Krystle; Anderson, Machell; Menager, Dway Huber, Mark; Wilmore, Debbie Subject: 1400 Hwy 146 N FM Insp passed for Final Bldg, Final Fire Sprinklers/Alarm on 3/21/12 1400 Hwy 146 N Thank you. Sa+dta 241de ?Ora 9X4%dd'a CIWM 120 S. Y.L St .Ca Pow 72 77571 1981-867-4603 6u Z8l-867-46P9 �V " �� _�/- � U�� ��� �_V T� o� � � �� ��� / �� -E�x S�s.•..,n�.l�e�— � Fmo � Capstin, Krystle From: Capstin, Krystle Sent: Wednesday, March 21, 2012 1:39 PM To: Slaton, Rodney Subject: storm water quality inspection 1400 State Hwy 146 N is ready for final inspection, including the storm water inspection Respectfully, Krystle Capstin Customer Service Tech The City of Li Porte P (280470-5078 F (280470-5005 "No one can niake you ftel in%iior without your consent." Eleanor Roosevelt REQUEST FOR FIRE MARSHAL INSPECTION TO: DEPARTMENT: FAX: FROM: DEPARTMENT: BUSINESS NAME: ADDRESS: CONTACT: PHONE NUMBER: CITY INSPECTION DATE: WHAT KIND OF INSP. SANDY WISE FIRE MARSHAL 281-867-4629 KRYSTLE CAPSTIN INSPECTIONS Port Modal Centre office/warehouse facility 1400 N Hwy 146 281-733-9688 3/21/12 - PM FINAL 11� txxx��x�x����xxxxxxxz<xxz<xl<�����I;xzzzx�zxx��rix�����z���x���xatxxl;xx����lcl;�l<zx��rt��l;rt� P. 01 TRANSACTION REPORT MAR-21-2012 WED 01:39 PM DATE START! RECEIVER TX TIME(L)PAGES TYPE NOTE I M# DP x MAR-21 01:38:PM 92818674629 19"(1) 1 SEND OK 426 I' IU ' lk,PARTMENT: t)EPARTMENT: i TOTAL 19S PAGES:' 1 I X XYYXXYY#t1<#Mc�XXXtYXXXI;1;lKMcXYY�XXYXX1tI;Y:I�XY�XXY�XX REQUEST FOR FIRE MARSHAL INSPECTION BBINESS NAME: ADDUESS: CONTACT: Pi IONS NUMBER: C TV INSPF.CTLON I)ATE: WIIAT KIND OF INSP. ,I I � I 1 1I� i SANDY WISE FIRE MARSHAL 281-867-4629 KRYSTLE CAPSTIN INSPECTIONS Port modal Centre once/warehouse facility -_ 1400 N Hwy 146 M Andy 281-733-9688 3/21/12 - PM FINAL a City f La Porte ?,' Name of PWS City of La Porte. PWS I.D. # 1010018 // '` Location of Service IN00 �yliw& All A&/ Established 1892 Customer Service Inspection Certificate Reason for Inspection: New construction.................................................................................... u Existing service where contaminant hazards are expected......... ❑ Major renovation or expansion of distribution facilities ................ ❑ I / �' upon Inspection of the private water distribution facilities connected to the aforementioned public water supply do hereby certify that to the best of my knowledge: (1.) No direct connection between the public drinking water supply and a potential source of Compliance Non -Compliance Contamination exists. Potential sources of contamination are isolated from the public water O System by an air gap or an appropriate baddiow prevention assembly In accordance with Commission regulations. (2.) No cross -connection between the public drinking water supply and a private water system / Exists. Where an actual air gap Is not maintained between the private water supply and a i_�/ D Private water supply, an approved reduced pressure backflow prevention assembly is Properly installed and a service agreement exists for annual Inspection and testing by a certified backfow prevention assembly tester. O (3.) No connection exists which would allow the return of water used for condensing, cooling Or Industrial processes back to the public water supply. 0 (4.) No pipe or pipe fitting which contains more than 8.0 % lead exists In private water distribution facilities installed on or after July 1, 1988. (5.) No solder or fiux which contains more than 0.2% lead exists in private water distribution facilities 0 installed on or after July 1, 1988 I further certify the following materials were used In the Installation of the private water distribution facilities: Service lines Lead Q Copper PVC 0 Other D. Solder Lead 0 Lead Free Solvent Weld 0 Other 0 I recognize that this document shall become a permanent record of the aforementioned Public Water System and that I am legally responsible for the validity of the Information I have provide. Title Plumbinq In Registration Number (.o O3 Date '� - ,a /— 1 ?/ Type of Registration Plumbing Inspection- License F R E P A R E D 4 / 3 0 / 1 2 7 : 1 4 : 5 5 INSPEI T ION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGEP. DATE 4/30/1' ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUB➢IV: NEBRASK.A SYNDICATE CONTRACTOR CLAY DEVELOPMENT 6 CONST PHONE (113) 789-2529 OWNER OAK PARE TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ PERMIT: CB 00 BLDG PERMIT -NEW COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------------------- MISC 12 2/17/11 MR MISCELLANOUS INSPECTIONS 2/17/12 AP DUCT SEAL DUCT SEAL INSP PASSED PER MARIO RAMOS. PLIN 03 2/17/11 MR PLBG, PLUMBING INSPECTION TIME: 08:00 2/17/12 AP TOP OUT INSP JOHN 281-703-0282 TOP OUT INSP PASSED PER MARIO RAMOS, SLAB O1 7/08/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 7/08/11 AP DRILL PIER • DRILL PIER INSP PASSED PER MARIO RAMOS. (40 PIERS) MEIN O1 7/11/11 MP. MECHANICAL INSPECTION TIME: 00:08 7/11/11 AP DRILL PIER INSPECTION BRIAN 713-819-0387 70 PRESS - MR SLAB 02 7/12/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 7/12/11 AP DRILL PIER DRILL PIER INSP PASSED PER MARIO RAMOS. 40 PIERS SEW U1 7/14/11 GM SEWER INSPECTION TIME: 01:00 7/14/11 CA STORM SEWER INSP. MARCOS 281-840-2636 INSPECTION CANCELLED. CONTRACTOR CALLED - SAID MACHINE BROKE DOWN. SEW 02 7/15/11 MP SEWER INSPECTION TIME: 01:00 7/15/11 AP STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP PASSED PER MARIO RAMOS. 60 GAL CONIGATED. SEW 03 7/18/11 MR SEWER INSPECTION TIME: 01-00 7/18/11 AP STORM SEWER MARCOS 281-840-2636 PARTIAL STORM SEWER ON THE SOUTH EAST SIDE PASSED PER MARIO • RAMOS SEW 04 7 / 1 9 / 1 1 MR SEWER INSPECTION TIME: 0 1 : 00 7/19/11 DA STORM SEWER MARCOS 261-840-2E36 STORM SEWER INSP DID NOT PASS. RAIN OUT - NO INSPECTION PER MARIO RAMOS. PP.CO 01 7/20/11 MR PRE -POUR CONCRETE TIME: 00:01 7/20/11 AP PARTIAL SLAB POUR BRIAN 713-819-0387 PARTIAL STORM SEWER INSP PASSED PER MARIO RAMOS. SEW 05 7/20/11 ME SEWER INSPECTION TIME: 01:00 7/20/11 A.F STORM SEWER MARCOS 281-640-2636 STORM SEWER INSP PASSED PER MARIO PAMOS. ----------------------------------- CONTINJED INTO NEXT PAGE ------------------------ r9,-,lo y - 7 13 - a off' - 7S6_­7� PREPARED 4/30/12, 7:14:55 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ____________________________________________________________________________ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA _________ SYNDICATE CONTRACTOR CLAY DEVELOPMENT 6 CONST PHONE (713) 189-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ________________________________________________________________________________________________ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _________________________________________________________________________ PARTIAL STORM SEWER. _______________ SEW 06 7/21/11 MR SEWER INSPECTION TIME: 01:00 7/21/11 AP STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP PASSED PER MARIO RAMOS. PART. STORM SEWER SEW 07 7/22/11 MR SEWER INSPECTION TIME: 01:00 7/22/11 AP STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP PASSED PER MARIO RAMOS. SLAB 03 7/22/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 01:00 7/22/11 AP part. slab cover for elec. PART. SLAB COVER FOR ELEC INSP PASSED PER MARIO RAMOS. EAST SIDE SLAB. SEW 09 7/25/11 MR SEWER INSPECTION TIME: 01:00 .7/25/11 AP STORM SEWER partial storm sewer on south side. SEW 08 7/25/11 MR SEWER INSPECTION TIME: 08:00 7/25/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. PATIAL SOUTH SIDE. SEW 11 7/26/11 MR SEWER INSPECTION TIME: 01:00 7/27/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 80' WEST SIDE. SEW 10 7/26/11 DM SEWER INSPECTION TIME: 08:00 7/26/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. PARTIAL ON SOUTH SIDE. SEW 13 7/27/11 MR SEWER INSPECTION TIME: 01:00 7/27/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 85' ON THE SOUTH SIDE. SEW 12 7/27/11 MR SEWER INSPECTION TIME: 08:00 7/27/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 47' ON THE WEST SIDE. SEW 15 7/28/11 MR SEWER INSPECTION TIME: 01:00 7/28/11 AP STORM SEWER STORM SEWER INSP. PASSED PER MARIO RAMOS. CONCRETE STEEL ON MAIN EXISTING DRAINAGE DITCH. SEW 14 7/28/11 DM SEWER INSPECTION TIME: 08:00 7/28/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. SEW 17 1/29/11 MR SEWER INSPECTION TIME: 01:00 7/29/11 AP STORM 'SEWER storm sewer insp passed per mario ramos. ---------------------------------- CONTINUED ONTO NEXT PAGE ------------------ PREPARED 4/30/12, 7:14:55 INSPECTION TICKET PAGE 3 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT 6 CONST PHONE (713) 7B9-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ SEW 16 7/29/11 MR SEWER INSPECTION TIME: 08:00 7/29/11 AP STORM SEWER storm sever insp passed per mario ramos. 125' on the east side. SEW 26 8/01/11 DF SEWER INSPECTION TIME: 01:00 8/01/11 AP storm sewer insp. STORM SEWER INSP PASSED PER DENNIS FITCH. SEW 19 8/02/11 DF SEWER INSPECTION TIME: 01:00 8/02/11 AP STORM SEWER INSP. STORM SEWER INSP PASSED PER DENNIS FITCH. 300' EAST SIDE SEW 18 8/02/11 DF SEWER INSPECTION TIME: 08:00 8/02/11 AP STORM SEWER STORM SEWER INSP PASSED PER DENNIS FITCH. 80' WEST SIDE SEW 21 8/03/11 MR SEWER INSPECTION TIME: 01:00 8/03/11 AP STORM SEWER INSP. SEWER INSP PASSED PER MARIO RAMOS. SLAB 04 8/03/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 01:00, 8/03/11 AP CONCRETE SLAB CONCRETE SLAB INSP PASSED PER MARIO RAMOS. WEST AND CENTER PAD SLAB. GRPL O1 8/03/11 DF PLBG, PLUMBING, GROUND TIME: 08:00 8/03/11 AP GROUND (PLUMBING) GROUND INSP PASSED PER DENNIS FITCH. SEW 20 8/03/11 OF SEWER INSPECTION TIME: 08:00 8/03/11 AP STORM SEWER INSP. STORM SEWER -INSP PASSED PER DENNIS FITCH. SEW 23 8/04/11 MR SEWER INSPECTION TIME: 01:00 8/04/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 60' ON THE EAST SIDE AND 77' ON THE WEST SIDE. SEW 22 8/04/11 MR SEWER INSPECTION TIME: 08:00 8/04/11 AP STORM SEWER INSP PASSED PER MARIO RAMOS. SEW 25 8/05/11 MR SEWER INSPECTION TIME: 01:00 8/05/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. NORTH WEST CORNER. GRPL 02 8/05/11 MR PLBG, PLUMBING, GROUND TIME: 08:00 8/05/11 AP PLUMBING GROUND PLUMBING GROUND INSP PASSED PER MARIO RAMOS. SEW 24 8/05/11 MR SEWER INSPECTION TIME: 08:00 8/05/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. SLAB 05 8/08/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 8/08/11 AP CONCRETE SLAB INSP. CENTER SLAB - PASSED - MR ________________________ __ CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/30/12, 7:14:55 INSPECTION TICKET PAGE 4 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT d CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL -------------------------------------- REQUESTED INSP _-_____-_---_--------------___-_-_----_-----___ DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------------------- CVUP 01 8/09/11 MR COVER UP TIME: 00:08 _______-- 8/09/I1 AP ELEC SLAB COVER ELEC SLAB COVER INSP PASSED PER MARIO RAMOS. SEW 27 8/10/11 MR SEWER INSPECTION TIME: 01:00 8/10/11 AP STORM SEWER (SANITARY SEWER) SANITARY SEWER INSP PASSED PER MARIO RAMOS. SOUTHSIDE OF BUILDING. SLAB 06 8/12/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 00:08 8/12/11 AP CONCRETE SLAB BRIAN - 713-819-0387 CONCRETE SLAB INSP PASSED PER MARIO RAMOS. CENTER SECTION SLAB. PLIN 01 8/17/11 MR PLBG, PLUMBING INSPECTION TIME: 08:00 8/17/11 AP WATER LINE INSP. WATER LINE INSP PASSED PER MARIO RAMOS. THIS INSPECTION IS FOR THE WATER INE AND THE 2" SEWER LINE MISC 01 8/23/11 DF MISCELLANOUS INSPECTIONS TIME: 08:00 8/23/11 CA ELEC DITCH COVER BO 713-449-9163 ELEC DITCH COVER INSP WAS CANCELLED PER DENNIS FITCH. MISC 02 8/31/11 OF MISCELLANOUS INSPECTIONS TIME: 00:01 8/31/11 AP CONCRETE TILT WALL PANNEL BRYAN - 713-819-0387 CONCRETE TILT WALL PANEL PASSED PER DENNIS FITCH. TILT WALL PANELS #21-57 ELUN 01 9/06/11 MR ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 9/06/11 AP ELECTRICAL UNDERGROUND RUSTY CALLED IN INSPECTION (713-702-5822) SO IS THE CONTACT - 713-449-9163 ELEC DITCH INSP. PASSED PER MARIO RAMOS. THIS INSPECTION FOR THE SEWER UNDERGROUND. MISC 05 9/07/11 MR MISCELLANOUS INSPECTIONS TIME: 01:00 9/07/11 AP CONCRETE TILT WALL CONCRETE TILT WALL INSP PASSED PER MARIO RAMOS. MISC 04 9/07/11 DM MISCELLANOUS INSPECTIONS TIME: 08:00 9/07/11 AP CONCRETE TILT WALL BRYAN - 713-819-0387 CONCRETE TILT WALL INSP PASSED PER MARIO RAMOS. MISC 03 9/07/11 MR MISCELLANOUS INSPECTIONS TIME: 08:00 9/07/11 AP LIFT STATION STEVE - 281-561-7000 EARLY AS POSSIBLE THIS INSP. FOR 31 WALL PANELS. - MISC 06 9/14/11 MR MISCELLANOUS INSPECTIONS TIME: 08:00 9/14/11 AP CONCRETE TILT WALL PANEL BRIAN 713-819-0387 ---------------------------------- CONTINUED ONTO NEXT PAGE------- PREPARED 4/30/12, 7:14:55 INSPECTION TICKET PAGE 5 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT 4 CONST PHONE (713) 799-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ CONCRETE TILT WALL PANEL INSP PASSED PER MARIO RAMOS. INSPECTOR NOTES: THIS INSPECTION IS FOR 26 PANELS SEW 28 9/20/11 MR SEWER INSPECTION TIME: 01:00 9/20/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: PARTIAL STORM SEWER ON THE EAST SIDE. SEW 29 9/21/11 MR SEWER INSPECTION TIME: 01:00 9/21/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: 120' OF STORM SEWER ON EAST SIDE. SEW 30 9/22/11 MR SEWER INSPECTION TIME: 01:00 9/22/11 AP STORM SEWER INSP. 105' of Storm Sever On the North EdSt Side - OK - MR SEW 31 9/23/11 MR SEWER INSPECTION TIME: 01:00 9/23/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: 180' ON THE NORTH WEST SIDE OF BUILDING. GRPL 03 10/04/11 MR PLBG, PLUMBING, GROUND TIME: 08:00 10/04/11 AP GROUND PLBG. RICHARD - 281-543-4394 WATER LINE TO FIRE PROTECTION HOLDING TANK. GROUND PLUMBING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS IS FOR WATER LINE ALSO. PLIN 02 10/04/11 MR PLBG, PLUMBING INSPECTION TIME: 08:00 10/04/11 AP WATER LINE INSP. STEVE - 281-561-7000 X 105 PLUMBING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: WATER INE INSP. CVUP 02 10/25/11 MR COVER UP TIME: 08:00 10/25/11 AP COVER UP COVER UP INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE ANCHOR BOLT. THIS IS HALF OF THE BUILDING (COLUMNS) (INT AND EXT COLUMNS). MISC 07 12/09/11 MR MISCELLANOUS INSPECTIONS TIME: 08:00 12/09/11 AP SLAB COVER RUSTY 713-702-5822 SLAB COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE ELEC UNDERGROUND ON THE PARKING LOT ON THE SOUTH SIDE. ELUN 02 12/15/11 MR ELEC, ELECTRICAL UNDERGROUND TIME: 01:00 12/15/11 AP ELEC UNDERGROUND JOHN 281-723-3640 ELEC. UNDERGROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: PARKING LOT ON THE NORTH WEST SIDE. PAVE 01 12/15/11 MR PAVING TIME: 01:00 12/15/11 AP REBAR ON PAVING ANDY -------------------------- CONTINUED ONTO NEXT PAGE------- PREPARED 4/30/12, 7:14:55 INSPECTION TICKET PAGE 6 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT 6 CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 281-733-9688 RE BAR ON PAVING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: PAVING ON THE WEST SIDE OF BUILDING. MISC O8 1/03/12 DF MISCELLANOUS INSPECTIONS TIME: 08:00 1/03/12 AP ELEC PARTIAL SLAB RUSTY 832-721-7656 ELECATOR PIT INSP PASSED PER DENNIS FITCH. MISC 09 1/06/12 MR MISCELLANOUS INSPECTIONS TIME: 00:08 1/06/12 AP ELEVATOR WALL REBAR INSPECTION ELEVATOR WALL REBAR INSPECTION PASSED PER MARIO RAMOS. SLAB 07 1/09/12 OF BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 1/09/12 AP SLAB JILL 713-869-9193 SLAB / ELEC RESULTS YES DF SLAB 09 1/13/12 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 01:00 1/13/12 AP RE -BAR ON PAVING (EXTERIOR) ANDY 281-733-9688 REBAR ON PAVING (EXT) PASSED PER MARIO RAMOS. SLAB 08 1/13/12 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 1/13/12 AP RE -BAR ON INTERIOR BLDG AND PAVING ANDY 281-733-9688 REBAR ON INTERIOR BLDG AND PAVING INSP PASSED PER MARIO RAMOS. ELUN 03 1/19/12 MR ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 1/19/12 AP ELEC UNDERGROUND ELEC UNDERGROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR INSIDE THE BLD. ELEC UNDERGROUND. MISC 10 1/19/12 DF MISCELLANOUS INSPECTIONS TIME: 08:00 1/19/12 AP UNDERGROUND INSP JILL 713-702-5822 OR 713-869-9113 INTERIOR SLAB 6 10 DOOR PADS OK PER DF SLAB 10 1/24/12 OF BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 1/24/12 AP REBAR PAVING IN BACK OF BUILDING AND DOCK LEVELERS. ANDY 281-733-9688 RE BAR PAVING BACK OF BUILDING AND DOCK LEVELERS PASSED PER DENNIS FITCH. ELUN 04 1/26/12 MR ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 1/26/12 AP ELEC UNDERGROUND JOSE 832-721-7656 ELEC UNDERGROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE INTERIOR OF BUILDING UNDERGROUND ELEC. MISC 11 1/30/12 MR MISCELLANOUS INSPECTIONS ----------------------------------- CONTINUED ONTO NEXT PAGE-------------------- PREPARED 4/30/12, 1:14:55 INSPECTION TICKET PAGE 7 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ---------------------------------------------------' REQUESTED INSP ---_---------_------------------ DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 1/30/12 AP REBARBRETAINING WALLS- RAMPS GOING INTO BUILDING ANDY 281 733 9688 RAMPS GOING INTO BLDG - PASSED - MR SLAB 11 2/01/12 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 2/01/12 AP MEZANEENE WIRE MESH AND TOP LEVELERS ANDY 281-733-9688 MEZANEENE WIRE MESH AND TOP LEVELERS INSP PASSED PER MARIO RAMPS. PRCO 02 2/06/12 MR PRE -POUR CONCRETE TIME: 00:01 2/06/12 AP REBAR INSPECTION ANDY 281-733-9688 REBAR - PASSED - MR CVUP 04 2/07/12 MR COVER UP TIME: 01:00 2/07/12 AP FRAMING / WALL COVER ANDY 713-733-9688 FRAME/WALL COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS IS FOR THE NORTH SIDE OF BUILDING. CVUP 03 2/07/12 MR COVER UP TIME: 08:00 2/07/12 AP ELEC PARTIAL WALL COVER JOEY 281-853-7170 ELEC PARTIAL WALL COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: INSP FOR NORTH SIDE OF BUILDING. TMCI O1 2/07/12 MR ELEC, TEMPORARY CUT -IN TIME: 08:00 2/07/12 AP ELEC. TEMP CUT IN JOEY 281-853-7170 ELEC TCI INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: OK TO EMAIL TO LIGHT CO. VT - EMAILED 2-7-12 R 11:45 PRCO 03 2/08/12 DF PRE -POUR CONCRETE TIME: 00:01 2/08/12 AP REBAR ANDY 281-733-9688 REBAR INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL PAVEMENT. FRAM 01 2/13/12 MR FRAME INSPECTION TIME: 00:01 2/13/12 CA drywall frame for mezzanine on N end Andy - 281-733-9688 DRYWALL FRAMING FOR MEZANNENE INSP WAS CANCELLED BY BUILDER PER MARIO RAMPS. ' FRAM 02 2/14/12 MR FRAME INSPECTION TIME: 01:00 2/14/12 AP DRYWALL FRAME C/UP MEZANNENE ANDY 281-733-9688 DRYWALL FRAME INSP PASSED PER MARIO RAMPS. BPWC O1 2/16/12 OF BLDG, PARTIAL WALL COVER 2/16/12 DA ELEC WALL COVER RUSTY---JOEY AT SITE- 281 853 7170 ELEC WALL COVER INSP FAILED PER DENNIS FITCH. INSPECTOR NOTE: NO SINGLE TRADE. ----------------------------------- CONTINUED ONTO NEXT PAGE------_--_--__-______---------_---- PREPARED 4/30/12, 7:14:55 INSPECTION TICKET PAGE 10 CITY OF LA PORTE ----------------------INSPECTOR: OWAYNE MENAGER---- ---DATE ________________________ ---_4/30/12 D ADDRESS 1400 N H W Y 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT 6 CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ____ CTFL O1 _________________________________________________________________________ 3/21/12 MR CERT FINAL TIME: 00:01 3/21/12 DA FINAL FINAL INSP FAILED PER MARIO RAMOS. INSPECTOR NOTE: 1. NEED ENERGY FINAL APPROVAL OF SWQP. 2. NEED FINAL ENERGY CERT. INSP. 3. TEST CERT OF THE BACKFLOW ON IRRIGATION. 4. NEED TEST CERT. OF BACKFLOW ON THE BUILDING. 5. NEED TO COMPLETE IRRIGATION SYSTEM. 6. NEED TO COMPLETE LOT STRIPPING AND DRIVEWAY. �. 7. COMPLETE APPROVAL ON THE LANDSCAPING. 8. CUT PLUMBING C.O. TO GROUND LEVEL. 9. SECURE A/C UNIT TO CONCRETE PADS. 10. COMPLETE CONCRETE FOR DOWN ROOF DRAINS. 11. REMOVE BLD. MATERIALS FOR WALL ON THE NORTH SIDE. 12. REPLACE CEILING TIDES ON THE NORTH SIDE OF OFFICE. 13. MISSING ELEC. LIGHT SWITCH COVERS ON THE NORTH SIDE OF BLD. 14. ADDED TOW WINDOWS ON THE SOUTH SIDE. 15. CLEAN OUT STORM DRAIN CATCH BASE INLETS. MEIN 03 4/12/12 MR MECHANICAL INSPECTION TIME: 08:00 4/12/12 DA MECH FINAL LAURIE 713-869-5521X5 NO SINGLE TRADE INSPECTIONS. I CALLED THE CONTRACTORS. MR CTFL_ 02 4/30/12 DM CERT FINAL TIME: 00:08 TCO CHECK BACK --------------------------------------- COMMENTS AND NOTES ______________________________________ F PREPARED 4/30/12, 7 : 1 4 : 5 5 INSPECTION TICKET PAGE 8 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ------------------------------------------------------------------------------------- ___ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT 4 CONST PHONE (713) 7B9-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ CVUP 05 2/16/12 OF COVER UP TIME: 01:00 2/16/12 AP CEILING COVER UP LAURIE 713-869-5521 CEILING COVER INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: N. OFFICE WALL COVER. CVUP 06 2/20/12 MR COVER UP TIME: 08:00 2/20/12 AP CEILING AND WALL COVER JOEY 281-853-7170 CEILING AND WALL COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE PART. WALL AND COVER ONTHE SOUTH SIDE. MISC 13 2/20/12 MR MISCELLANOUS INSPECTIONS TIME: 08:00 2/20/12 AP FRAMING - SOUTH END ANDY 281-733-9688 FRAMING (SOUTH SIDE) INSP PASSED PER MARIO RAMOS. PAVE 02 2/23/12 MR PAVING TIME: 08:00 2/23/12 AP REBAR ON NORTH AND SOUTH END OF BUILDING ANDY 281-733-9688 REBAR NORTH AND SO. END OF BUILDING INSP PASSED PER RAMOS. FRAM 03 2/28/12 DF FRAME INSPECTION TIME: 01:00 2/28/12 DA FRAME INSP (SOUTH END OF BUILDING) ANDY NO SINGLE TRADE INSPECTIONS - DF CVUP 07 2/28/12 DF COVER UP TIME: 08:00 2/28/12 AP ELEC WALL COVER RUSTY 713-702-5822 PARTIAL WALL COVER - SOUTH SIDE - PASSED - DF CECO 01 2/29/12 DF BLDG, CEILING COVER TIME: 01:00 2/29/12 AP CEILING COVER FOR NORTH SIDE OFFICES LAURIE 73-869-5521 X 5 CEILING COVER FOR N. SIDE OFFICES PASSED PER DENNIS INSPECTOR NOTE: N. SIDE OFFICE. FRAM 04 3/02/12 MR FRAME INSPECTION TIME: 01:00 3/02/12 AP FRAME ON N. END OF BLD. INTERIOR ANDY CEILING MARIO FITCH. FRAME ON N. END OF BLDG. INSP PASSED PER MARIO RAMOS. PAVE 03 3/02/12 MR PAVING TIME: 01:00 3/02/12 AP RE -BAR INSP ON STORAGE YARD ANDY RE -BAR INSP ON STORAGE YARD PASSED PER MARIO RAMOS. PLIN 04 3/02/12 MR PLBG, PLUMBING INSPECTION TIME: 01:00 3/02/12 AP ROUGH - PLUMBING INSP. JOHN 281-703-0282 ROUGH-PLBG INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE SOUTH SIDE OF BLDG. MISC 14 3/05/12 DF MISCELLANOUS INSPECTIONS TIME: 01:00 ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/30/12, 7:14:55 INSPECTION TICKET PAGE 9 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4/30/12 ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT 6 CONST PHONE (713( 789-2529 OWNER OAK PARK TRADING LTD PHONE . PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL _____----------___ ---------------------------------------------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________ 3/05/12 AP _____----___-__-_----------------________------------______ DUCT SEAL INSP SOUTH SIDE BLDG. LAURIE 713-869-5521 X 5 DUCT SEAL INSP SOUTH SIDE PASSED PER DENNIS FITCH. CVUP 08 3/08/12 MR COVER UP 3/08/12 AP COVER UP ON SOUTH SIDE. LORIE 713-869-5521 X5 CEILING COVER ON S. SIDE INSP.PASSED PER MARIO RAMOS. INSPECTOR NOTE: MECHANICAL CEILING COVER ONLY. CVUP 09 3/09/12 MR COVER UP TIME: 08:00 3/09/12 AP PLUMBING CEILING COVER INSP. RICHARD 281-543-4394 PLUMBING CEILING COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: SOUTH SIDE OF THE BLDG. FOR ALL TRADE INSP. CEILING COVER. CECO 02 3/12/12 MR BLDG, CEILING COVER TIME: 01:00 3/12/12 AP CEILING COVER - ELEC 6 MECH. SOUTH END OFFICE AREA ANDY CEILING COVER ELEC 6 MECH FOR SOUTH END OF OFFICE AREA PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE SOUTH SIDE OF BUILDING. PLIN 05 3/16/12 DM PLBG, PLUMBING INSPECTION TIME: 00:08 3/16/12 DA FINAL PLUMBING STEVE 2815617000 X 105 no single trade inspection - called Steve with Regency Plbg - and advised we will do plumbing final with bldg final 3/16/12 @ 8:O7am. no fee. DM ELFI 01 3/19/12 DM FINAL, ELECTRICAL TIME: 00:08 3/19/12 DA MECH / ELEC / PLBG FINAL ANDY - 281-733-9688 NO SINGLE TRADE INSPECTION. I CALLED THE CONTRACTOR TO CANCEL THE INSPECTION - WILL BE DONE AT FINAL INSPECTION. MR MEIN 02 3/19/12 MR MECHANICAL INSPECTION TIME: 00:08 3/19/12 DA MECH / ELEC / PLBG FINAL ANDY - 281-733-9688 NO SINGLE TRADE INSPECTION. I CALLED THE CONTRACTOR TO CANCEL THE INSPECTION - WILL BE DONE AT FINAL INSPECTION. MR PLIN 06 3/19/12 MR PLBG, PLUMBING INSPECTION TIME: 00:08 3/19/12 DA MECH / ELEC / PLBG FINAL ANDY - 281-733-9688 NO SINGLE TRADE INSPECTION. I CALLED THE CONTRACTOR TO 'CANCEL THE INSPECTION - WILL BE DONE AT FINAL INSPECTION. MR ---------------------------- CONTINUED ONTO NEXT PAGE - ------ PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 11 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 ------------------------------------------------------------------------------------------------ ADDRESS 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------ PERMIT: CB 00 BLDG PERMIT -NEW COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ MISC 12 2/17/11 MR MISCELLANOUS INSPECTIONS 2/17/12 AP DUCT SEAL DUCT SEAL INSP PASSED PER MARIO RAMOS. PLIN 03 2/17/11 MR PLBG, PLUMBING INSPECTION TIME: 08:00 2/17/12 AP TOP OUT INSP JOHN 281-703-0282 TOP OUT INSP PASSED PER MARIO RAMOS. SLAB 01 7/08/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 7/08/11 AP DRILL PIER DRILL PIER INSP PASSED PER MARIO RAMOS. (40 PIERS) MEIN 01 7/11/11 MR MECHANICAL INSPECTION TIME: 00:08 7/11/11 AP DRILL PIER INSPECTION BRIAN 713-819-0387 70 PRESS - MR SLAB 02 7/12/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 7/12/11 AP DRILL PIER DRILL PIER INSP PASSED PER MARIO RAMOS. 40 PIERS SEW 01 7/14/11 DM SEWER INSPECTION TIME: 01:00 7/14/11 CA STORM SEWER INSP. MARCOS 281-840-2636 INSPECTION CANCELLED. CONTRACTOR CALLED - SAID MACHINE BROKE DOWN. SEW 02 7/15/11 MR SEWER INSPECTION TIME: 01:00 7/15/11 AP STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP PASSED PER MARIO RAMOS. 60 GAL CONIGATED. SEW 03 7/18/11 MR SEWER INSPECTION TIME: 01:00 7/18/11 AP STORM SEWER MARCOS 281-840-2636 PARTIAL STORM SEWER ON THE SOUTH EAST SIDE PASSED PER MARIO RAMOS. SEW 04 7/19/11 MR SEWER INSPECTION TIME: 01:00 7/19/11 DA STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP DID NOT PASS. ' RAIN OUT - NO INSPECTION PER MARIO RAMOS. PRCO 01 7/20/11 MR PRE -POUR CONCRETE TIME: 00:01 7/20/11 AP PARTIAL SLAB POUR BRIAN 713-819-0387 PARTIAL STORM SEWER INSP PASSED PER MARIO RAMOS. SEW 05 7/20/11 MR SEWER INSPECTION TIME: 01:00 7/20/11 AP STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP PASSED PER MARIO RAMOS. --------------------- - ------------ CONTINUED ONTO NEXT PAGE ----------- - ------ - ------------- PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 12 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 ------------------------------------------------------------------------------------------------ ADDRESS : 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL - --------- --- ------ - -------------------- REQUESTED - INSP ---------------- ---------------------------------- DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS . ----------- ------------------------------------------------------------------------------------ PARTIAL STORM SEWER. SEW 06 7/21/11 MR SEWER INSPECTION TIME: 01:00 7/21/11 AP STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP PASSED PER MARIO RAMOS. PART. STORM SEWER SEW 07 7/22/11 MR SEWER INSPECTION TIME: 01:00 7/22/11 AP STORM SEWER MARCOS 281-840-2636 STORM SEWER INSP PASSED PER MARIO RAMOS. SLAB 03 7/22/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 01:00 7/22/11 AP part. slab cover for elec. PART. SLAB COVER FOR ELEC INSP PASSED PER MARIO RAMOS. EAST SIDE SLAB. SEW 09 7/25/11 MR SEWER INSPECTION TIME: 01:00 7/25/11 AP STORM SEWER partial storm sewer on south side. SEW O8 7/25/11 MR SEWER INSPECTION TIME: 08:00 7/25/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. PATIAL SOUTH SIDE. SEW 11 7/26/11 MR SEWER INSPECTION TIME: 01:00 7/27/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 80' WEST SIDE. SEW 10 7/26/11 DM SEWER INSPECTION TIME: 08:00 7/26/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. PARTIAL ON SOUTH SIDE. SEW 13 7/27/11 MR SEWER INSPECTION TIME: 01:00 7/27/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 85' ON THE SOUTH SIDE. SEW 12 7/27/11 MR SEWER INSPECTION TIME: 08:00 7/27/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 47' ON THE WEST SIDE. SEW 15 7/28/11 MR SEWER INSPECTION TIME: 01:00 7/28/11 AP STORM SEWER STORM SEWER INSP. PASSED PER MARIO RAMOS. CONCRETE STEEL ON MAIN EXISTING DRAINAGE DITCH. SEW 14 7/28/11 DM SEWER INSPECTION TIME: 08:00 7/28/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. SEW 17 7/29/11 MR SEWER INSPECTION TIME: 01:00 7/29/11 AP STORM SEWER storm sewer insp passed per mario ramos. ----------- - --------------------- CONTINUED ONTO NEXT PAGE ------------------------ — --------- PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 13 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 ------------------------------------------------------------------------------------------------ ADDRESS : 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ---------------------------------------- REQUESTED INSP — ------------------------------------------------------ DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------- SEW 16 ------- 7/29/11 — -- MR —------------- — —---------- — SEWER INSPECTION TIME: 08:00 ---- — ------------------------------ 7/29/11 AP STORM SEWER storm sewer insp passed per mario ramos. 125' on the east side. SEW 26 8/01/11 DF SEWER INSPECTION TIME: 01:00 8/01/11 AP storm sewer insp. STORM SEWER INSP PASSED PER DENNIS FITCH. SEW 19 8/02/11 DF SEWER INSPECTION TIME: 01:00 8/02/11 AP STORM SEWER INSP. STORM SEWER INSP PASSED PER DENNIS FITCH. 300' EAST SIDE SEW 18 8/02/11 DF SEWER INSPECTION TIME: 08:00 8/02/11 AP STORM SEWER STORM SEWER INSP PASSED PER DENNIS FITCH. 80' WEST SIDE SEW 21 8/03/11 MR SEWER INSPECTION TIME: 01:00 8/03/11 AP STORM SEWER INSP. SEWER INSP PASSED PER MARIO RAMOS. SLAB 04 8/03/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 01:00 8/03/11 AP CONCRETE SLAB CONCRETE SLAB INSP PASSED PER MARIO RAMOS. WEST AND CENTER PAD SLAB. GRPL 01 8/03/11 DF PLBG, PLUMBING, GROUND TIME: 08:00 8/03/11 AP GROUND (PLUMBING) GROUND INSP PASSED PER DENNIS FITCH. SEW 20 8/03/11 DF SEWER INSPECTION TIME: 08:00 8/03/11 AP STORM SEWER INSP. STORM SEWER INSP PASSED PER DENNIS FITCH. SEW 23 8/04/11 MR SEWER INSPECTION TIME: 01:00 8/04/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. 60' ON THE EAST SIDE AND 77' ON THE WEST SIDE. SEW 22 8/04/11 MR SEWER INSPECTION TIME: 08:00 8/04/11 AP STORM SEWER INSP PASSED PER MARIO RAMOS. SEW 25 8/05/11 MR SEWER INSPECTION TIME: 01:00 8/05/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. NORTH WEST CORNER. GRPL 02 8/05/11 MR PLBG, PLUMBING, GROUND TIME: 08:00 8/05/11 AP PLUMBING GROUND PLUMBING GROUND INSP PASSED PER MARIO RAMOS. SEW 24 8/05/11 MR SEWER INSPECTION TIME: 08:00 8/05/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. SLAB 05 8/08/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 8/08/11 AP CONCRETE SLAB INSP. CENTER SLAB - PASSED - MR - —-------------------------------- CONTINUED ONTO NEXT PAGE ---------- — ------ —--------------- PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 14 QITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 --------- ---------------------------------- ADDRESS : 1400 N HWY 146 ------------------------------------ SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ---------------------- ----------------------------- REQUESTED INSP - ------------------------- DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------- CVUP O1 ------------------ 8/09/11 MR - ----------- - --------------------------- --------- COVER UP TIME: 00:08 8/09/11 AP ELEC SLAB COVER ELEC SLAB COVER INSP PASSED PER MARIO RAMOS. SEW 27 8/10/11 MR SEWER INSPECTION TIME: 01:00 8/10/11 AP STORM SEWER (SANITARY SEWER) SANITARY SEWER INSP PASSED PER MARIO RAMOS. SOUTHSIDE OF BUILDING. SLAB 06 8/12/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 00:08 8/12/11 AP CONCRETE SLAB BRIAN - 713-819-0387 CONCRETE SLAB INSP PASSED PER MARIO RAMOS. CENTER SECTION SLAB. PLIN O1 8/17/11 MR PLBG, PLUMBING INSPECTION TIME: 08:00 8/17/11 AP WATER LINE INSP. WATER LINE INSP PASSED PER MARIO RAMOS. THIS INSPECTION IS FOR THE WATER INE AND THE 2" SEWER LINE MISC O1 8/23/11 DF MISCELLANOUS INSPECTIONS TIME: 08:00 8/23/11 CA ELEC DITCH COVER BO 713-449-9163 ELEC DITCH COVER INSP WAS CANCELLED PER DENNIS FITCH. MISC 02 8/31/11 DF MISCELLANOUS INSPECTIONS TIME: 00:01 8/31/11 AP CONCRETE TILT WALL PANNEL BRYAN - 713-819-0387 CONCRETE TILT WALL PANEL PASSED PER DENNIS FITCH. TILT WALL PANELS #21-57 ELUN O1 9/06/11 MR ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 9/06/11 AP ELECTRICAL UNDERGROUND RUSTY CALLED IN INSPECTION (713-702-5822) BO IS THE CONTACT - 713-449-9163 ELEC DITCH INSP. PASSED PER MARIO RAMOS. THIS INSPECTION FOR THE SEWER UNDERGROUND. MISC 05 9/07/11 MR MISCELLANOUS INSPECTIONS TIME: 01:00 9/07/11 AP CONCRETE TILT WALL CONCRETE TILT WALL INSP PASSED PER MARIO RAMOS. MISC 04 9/07/11 DM MISCELLANOUS INSPECTIONS TIME: 08:00 9/07/11 AP CONCRETE TILT WALL BRYAN - 713-819-0387 CONCRETE TILT WALL INSP PASSED PER MARIO RAMOS. MISC 03 9/07/11 MR MISCELLANOUS INSPECTIONS TIME: 08:00 9/07/11 AP LIFT STATION STEVE - 281-561-7000 EARLY AS POSSIBLE THIS INSP. FOR 31 WALL PANELS. MISC 06 9/14/11 MR MISCELLANOUS INSPECTIONS TIME: 08:00 9/14/11 AP CONCRETE TILT WALL PANEL BRIAN 713-819-0387 ----------------------------------- CONTINUED ONTO NEXT PAGE -------- -------------------------- PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 15 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 ----------------- ADDRESS — - —------------------------------------- : 1400 N HWY 146 — --------------- — --------- SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL -------------------------------------------- REQUESTED INSP ------------------------------ DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------- — ----- —---------------------------------------------------- — - — ----- CONCRETE TILT WALL PANEL INSP PASSED PER MARIO RAMOS. INSPECTOR NOTES: THIS INSPECTION IS FOR 26 PANELS SEW 28 9/20/11 MR SEWER INSPECTION TIME: 01:00 9/20/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: PARTIAL STORM SEWER ON THE EAST SIDE. SEW 29 9/21/11 MR SEWER INSPECTION TIME: 01:00 9/21/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: 120' OF STORM SEWER ON EAST SIDE. SEW 30 9/22/11 MR SEWER INSPECTION TIME: 01:00 9/22/11 AP STORM SEWER INSP. 105' of Storm Sewer on the North East Side - OK - MR SEW 31 9/23/11 MR SEWER INSPECTION TIME: 01:00 9/23/11 AP STORM SEWER STORM SEWER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: 180' ON THE NORTH WEST SIDE OF BUILDING. GRPL 03 10/04/11 MR PLBG, PLUMBING, GROUND TIME: 08:00 10/04/11 AP GROUND PLBG. RICHARD - 281-543-4394 WATER LINE TO FIRE PROTECTION HOLDING TANK. GROUND PLUMBING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS IS FOR WATER LINE ALSO. PLIN 02 10/04/11 MR PLBG, PLUMBING INSPECTION TIME: 08:00 10/04/11 AP WATER LINE INSP. STEVE - 281-561-7000 X 105 PLUMBING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: WATER INE INSP. CVUP 02 10/25/11 MR COVER UP TIME: 08:00 10/25/11 AP COVER UP COVER UP INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE ANCHOR BOLT. THIS IS HALF OF THE BUILDING (COLUMNS) (INT AND EXT COLUMNS). MISC 07 12/09/11 MR MISCELLANOUS INSPECTIONS TIME: 08:00 12/09/11 AP SLAB COVER RUSTY 713-702-5822 SLAB COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE ELEC UNDERGROUND ON THE PARKING LOT ON THE SOUTH SIDE. ELUN 02 12/15/11 MR ELEC, ELECTRICAL UNDERGROUND TIME: 01:00 12/15/11 AP ELEC UNDERGROUND JOHN 281-723-3640 ELEC. UNDERGROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: PARKING LOT ON THE NORTH WEST SIDE. PAVE O1 12/15/11 MR PAVING TIME: 01:00 12/15/11 AP REBAR ON PAVING ANDY ----------------------------------- CONTINUED ONTO NEXT PAGE----------------------------------- PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 16 OITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 - ------------ ADDRESS ------------- - ---------------------------- : 1400 N HWY 146 -------------------------------------- SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL --------------- - -- - --------------- ----------------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 281-733-9688 RE BAR ON PAVING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: PAVING ON THE WEST SIDE OF BUILDING. MISC O8 1/03/12 DF MISCELLANOUS INSPECTIONS TIME: 08:00 1/03/12 AP ELEC PARTIAL SLAB RUSTY 832-721-7656 ELECATOR PIT INSP PASSED PER DENNIS FITCH. MISC 09 1/06/12 MR MISCELLANOUS INSPECTIONS TIME: 00:08 1/06/12 AP ELEVATOR WALL REBAR INSPECTION ELEVATOR WALL REBAR INSPECTION PASSED PER MARIO RAMOS. SLAB 07 1/09/12 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 1/09/12 AP SLAB JILL 713-869-9193 SLAB / ELEC RESULTS YES DF SLAB 09 1/13/12 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 01:00 1/13/12 AP RE -BAR ON PAVING (EXTERIOR) ANDY 281-733-9688 REBAR ON PAVING (EXT) PASSED PER MARIO RAMOS. SLAB O8 1/13/12 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 1/13/12 AP RE -BAR ON INTERIOR BLDG AND PAVING ANDY 281-733-9688 REBAR ON INTERIOR BLDG AND PAVING INSP PASSED PER MARIO RAMOS. ELUN 03 1/19/12 MR ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 1/19/12 AP ELEC UNDERGROUND ELEC UNDERGROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR INSIDE THE BLD. ELEC UNDERGROUND. MISC 10 1/19/12 DF MISCELLANOUS INSPECTIONS TIME: 08:00 1/19/12 AP UNDERGROUND INSP JILL 713-702-5822 OR 713-869-9113 INTERIOR SLAB & 10 DOOR PADS OK PER DF SLAB 10 1/24/12 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 1/24/12 AP REBAR PAVING IN BACK OF BUILDING AND DOCK LEVELERS. ANDY 281-733-9688 RE BAR PAVING BACK OF BUILDING AND DOCK LEVELERS PASSED PER DENNIS FITCH. ELUN 04 1/26/12 MR ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 1/26/12 AP ELEC UNDERGROUND, JOSE 832-721-7656 ELEC UNDERGROUND INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE INTERIOR OF BUILDING UNDERGROUND ELEC. MISC 11 1/30/12 MR MISCELLANOUS INSPECTIONS ----------------------------------- CONTINUED ONTO NEXT PAGE - - ------------------------------- PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 17 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 ------------------------------------- ADDRESS : 1400 N HWY 146 — --------------------------------------------------------- SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL -------------- REQUESTED ------------------------------------------------------------------------ INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------- 1/30/12 AP — --- — ------ — ------------------------- REBAR®RETAINING WALLS- RAMPS GOING INTO BUILDING ANDY 281 733 9688 RAMPS GOING INTO BLDG - PASSED - MR SLAB 11 2/01/12 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 2/01/12 AP MEZANEENE WIRE MESH AND TOP LEVELERS ANDY 281-733-9688 MEZANEENE WIRE MESH AND TOP LEVELERS INSP PASSED PER MARIO RAMOS. PRCO 02 2/06/12 MR PRE -POUR CONCRETE TIME: 00:01 2/06/12 AP REBAR INSPECTION ANDY 281-733-9688 REBAR - PASSED - MR CVUP 04 2/07/12 MR COVER UP TIME: 01:00 2/07/12 AP FRAMING / WALL COVER ANDY 713-733-9688 FRAME/WALL COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS IS FOR THE NORTH SIDE OF BUILDING. CVUP 03 2/07/12 MR COVER UP TIME: 08:00 2/07/12 AP ELEC PARTIAL WALL COVER JOEY 281-853-7170 ELEC PARTIAL WALL COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: INSP FOR NORTH SIDE OF BUILDING. TMCI O1 2/07/12 MR ELEC, TEMPORARY CUT -IN TIME: 08:00 2/07/12 AP ELEC. TEMP CUT IN JOEY 281-853-7170 ELEC TCI INSP PASSED PER MARIO RAMPS. INSPECTOR NOTE: OK TO EMAIL TO LIGHT CO. VT - EMAILED 2-7-12 0 11:45 PRCO 03 2/08/12 DF PRE -POUR CONCRETE TIME: 00:01 2/08/12 AP REBAR ANDY 281-733-9688 REBAR INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL PAVEMENT. FRAM O1 2/13/12 MR FRAME INSPECTION TIME: 00:01 2/13/12 CA drywall frame for mezzanine on N end Andy - 281-733-9688 DRYWALL FRAMING FOR MEZANNENE INSP WAS CANCELLED BY BUILDER PER MARIO RAMPS. FRAM 02 2/14/12 MR FRAME INSPECTION TIME: 01:00 2/14/12 AP DRYWALL FRAME C/UP MEZANNENE ANDY 281-733-9688 DRYWALL FRAME INSP PASSED PER MARIO RAMOS. BPWC O1 2/16/12 DF BLDG, PARTIAL WALL COVER 2/16/12 DA ELEC WALL COVER RUSTY---JOEY AT SITE- 281 853 7170 ELEC WALL COVER INSP FAILED PER DENNIS FITCH. INSPECTOR NOTE: NO SINGLE TRADE. ----------------------------------- CONTINUED ONTO NEXT PAGE -- — -------------------------- ---- PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 18 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 ---------------------- ADDRESS : 1400 N HWY 146 ---------------------------------------------------------------- SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------- REQUESTED INSP --------------- DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------- CVUP 05 - ----- - --------------------- 2/16/12 DF -- - ------------------- - -------------------------- COVER UP TIME: 01:00 2/16/12 AP CEILING COVER UP LAURIE 713-869-5521 CEILING COVER INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: N. OFFICE WALL COVER. CVUP 06 2/20/12 MR COVER UP TIME: 08:00 2/20/12 AP CEILING AND WALL COVER JOEY 281-853-7170 CEILING AND WALL COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE PART. WALL AND CEILING COVER ONTHE SOUTH SIDE. MISC 13 2/20/12 MR MISCELLANOUS INSPECTIONS TIME: 08:00 2/20/12 AP FRAMING - SOUTH END ANDY 281-733-9688 FRAMING (SOUTH SIDE) INSP PASSED PER MARIO RAMOS. PAVE 02 2/23/12 MR PAVING TIME: 08:00 2/23/12 AP REBAR ON NORTH AND SOUTH END OF BUILDING ANDY 281-733-9688 REBAR NORTH AND SO. END OF BUILDING INSP PASSED PER MARIO RAMOS. FRAM 03 2/28/12 DF FRAME INSPECTION TIME: 01:60 2/28/12 DA FRAME INSP (SOUTH END OF BUILDING) ANDY NO SINGLE TRADE INSPECTIONS - DF CVUP 07 2/28/12 DF COVER UP TIME: 08:00 2/28/12 AP ELEC WALL COVER RUSTY 713-702-5822 PARTIAL WALL COVER - SOUTH SIDE - PASSED - DF CECO O1 2/29/12 DF BLDG, CEILING COVER TIME: 01:00 2/29/12 AP CEILING COVER FOR NORTH SIDE OFFICES LAURIE 73-869-5521 X 5 CEILING COVER FOR N. SIDE OFFICES PASSED PER DENNIS FITCH. INSPECTOR NOTE: N. SIDE OFFICE. FRAM 04 3/02/12 MR FRAME INSPECTION TIME: 01:00 3/02/12 AP FRAME ON N. END OF BLD. INTERIOR ANDY FRAME ON N. END OF BLDG. INSP PASSED PER MARIO RAMOS. PAVE 03 3/02/12 MR PAVING TIME: 01:00 3/02/12 AP RE -BAR INSP ON STORAGE YARD ANDY RE -BAR INSP.ON STORAGE YARD PASSED PER MARIO RAMOS. PLIN 04 3/02/12 MR PLBG, PLUMBING INSPECTION TIME: 01:00 3/02/12 AP ROUGH - PLUMBING INSP. JOHN 281-703-0282 ROUGH-PLBG INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE SOUTH SIDE OF BLDG. MISC 14 3/05/12 DF MISCELLANOUS INSPECTIONS TIME: 01:00 ---------------------------- CONTINUED ONTO NEXT PAGE PREPARED 3/21/12, 12:55:05 INSPECTION TICKET PAGE 19 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 —------------------------------------- — --- ---------------------------------------------------- ADDRESS : 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------- 3/05/12 AP - ------------------------------------------- DUCT SEAL INSP SOUTH SIDE BLDG. LAURIE 713-869-5521 X 5 DUCT SEAL INSP SOUTH SIDE PASSED PER DENNIS FITCH. CVUP 08 3/08/12 MR COVER UP 3/08/12 AP COVER UP ON SOUTH SIDE. LORIE 713-869-5521 X5 CEILING COVER ON S. SIDE INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: MECHANICAL CEILING COVER ONLY. CVUP 09 3/09/12 MR COVER UP TIME: 08:00 3/09/12 AP PLUMBING CEILING COVER INSP. RICHARD 281-543-4394 PLUMBING CEILING COVER INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: SOUTH SIDE OF THE BLDG. FOR ALL TRADE INSP. CEILING COVER. CECO 02 3/12/12 MR BLDG, CEILING COVER TIME: 01:00 3/12/12 AP CEILING COVER - ELEC & MECH. SOUTH END OFFICE AREA ANDY CEILING COVER ELEC & MECH FOR SOUTH END OF OFFICE AREA PASSED PER MARIO RAMOS. INSPECTOR NOTE: THIS INSP IS FOR THE SOUTH SIDE OF BUILDING. PLIN 05 3/16/12 DM PLBG, PLUMBING INSPECTION TIME: 00:08 3/16/12 DA FINAL PLUMBING STEVE 2815617000 X 105 no single trade inspection - called Steve with Regency Plbg and advised we will do plumbing final with bldg final 3/16/12 ® 8:07am. no fee. DM ELFI 01 3/19/12 DM FINAL, ELECTRICAL TIME: 00:08 3/19/12 DA MECH / ELEC / PLBG FINAL ANDY - 281-733-9688 NO SINGLE TRADE INSPECTION. I CALLED THE CONTRACTOR TO CANCEL THE INSPECTION - WILL BE DONE AT FINAL INSPECTION. MR MEIN 02 3/19/12 MR MECHANICAL INSPECTION TIME: 00:08 3/19/12 DA MECH / ELEC / PLBG FINAL ANDY - 281-733-9688 NO SINGLE TRADE INSPECTION. I CALLED THE CONTRACTOR TO CANCEL THE INSPECTION - WILL BE DONE AT FINAL INSPECTION. MR PLIN 06 3/19/12 MR PLBG, PLUMBING INSPECTION TIME: 00:08 3/19/12 DA MECH / ELEC / PLBG FINAL ANDY - 281-733-9688 NO SINGLE TRADE INSPECTION. I CALLED THE CONTRACTOR TO CANCEL THE INSPECTION - WILL BE DONE AT FINAL INSPECTION. MR --------- — - — --------------------- CONTINUED ONTO NEXT PAGE ------------------------ — ------ -- PTEPARSD 3/21/12, 12:55:05 INSPECTION TICKET PAGE 20 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 3/21/12 ------------------------------------------------------------------------------------------------ ADDRESS : 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT & CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ CTFL O1 3/21/12 DM CERT FINAL TIME: 00:01 FINAL --------------------------- COMMENTS AND NOTES ----------------------- - - " 7130699332 P.0v01 OCT-06-2000 22,E f, M;m pCT-6:F B 0410 FVAWM T135899m2 P.BQ/17 W RIWWFOATEMPORARYUnUTa S y' I , ; T�t BUSDMA SILL j ' 1 O]Y OF LA PORTS j su, Iu t h rig USE OF TEMPORARY U1j IES FOR � KMPOSB AND TUT04 OF EOLMAW AT 4 ._t►� 14 YUILDTfQ3 FNMff NUMB" w 00 O OWNP L M lale�a s/ J As Q UIbALCONTRAcroR 6ylu coon e . AS ELeMOL CONTRACM rtiquert the rw o1 trsnporary r for ootupucf/on aad rho otegit�ineeR,1 understand t3t8S tf lb to no way om me pemdselcn to ootatpy or use fw zu p purpaees eny bu a ft or pwdw drareof unteee perndb an the btdlmteE or pwdon to be coupled had been bapeooed. epprered, end a Owd8nOe of Oooupanq blued. We fiaUtet understand that the tetripmmy t�ttes msY be dheor+ntoded ibr any tAdaSbn oithet�le. TbedlanaraltStntrat�orandortmarawurtnattwras{tore�pttylbranyttlitfetlonoiatrydh o�narwa by tba wbmcanetor. my elarut'ket pemdb ere 1n lbrce for S nwtft 00 days). if Mae UM Is requbed to complete dw a new app0p 1 shed b4 aFbndcwd by o if 1 l ed ehcatal cmtnic er end bo aeeottiponled by the pwmltfe undwdarrrtd hereby atuaee to I derw* atd hold llorvwr hamlew tM QN of is Portq na otHoan, and dvWaa tivtn arM and all Chdrae or apsmr o! actlorr oltaeed to have town pWad dtTanaM of mdhdtiT bT Me porary uae dutlkks er wldaa W& appkotba b male. 1 oleo radersmnd tlnt thb terprest Vr11 rmR fm Wand tm1R otl pamdta raquked for the bdldltra bare bean ksnmd' L P.01 FACSIMILE T1tANSMITTAL SHEET TO, City of La Pope FROM: Mark Hayes COMPANY: DATP< JANUARY 30, 2012 TOTAL NO. OF PAGES INQ.UDING COVER: FAX NUMRIIR: 2 (281) 470-5005 i FHONB NUMBER: PHONE NUMBBR } 713-789-2529 PAX NUMII R: 1400 North 14*4way 146 713-782-3755 ❑ URGENT ❑ FOR REVIEW ❑ PLRASE COMMENT ❑ .PLEASE REPLY ❑ PLAASE RECYCLE• NOTES/COMMENTS: CLAY DEVELOPMENT h CONSTRUCTION. INC. 5599 SAN FELIPA, SUITE 1446 HOUSTON. TEXAS 77056 (713)709.2529 - (7t3) 702-3755 FAX MBcm=L-ln./jl- -1 JL i FACSIMILE TRANSMITTAL SHEET TO: FROM: City of IA Porn Mark Hayes COMPANY: DATE JANUARY 27, 2012 I PAX NUMBEI4 TOTAL NO. OF PAGES INCLUDING COVP.R: (MI) 470-5005 2 PNONR NUMRAR: PHONA NUM88R: 713-789-2529 Y II -mot RA: I FAX NUMAP7b 1400 Notth Highway 146 713-782-3755 I ❑ URGENT ❑ FOR RF,.VIF,w CI PLEASH COMMENT ❑ PLEASE REPLY ❑ ➢LF,ASL RECYCLE NUTEG/GpMMAN7$: ' b -bQ Qlt S CLAY DEVELOPMENT Q CONSTRUCTION, INC. 5599 SAN FELIPR, SU1TA 1440 HOUSTON, TEXAS 77056 (71.3)789-2529 — (71.1) 7A2-3755 PAX OCT-3-2000 04:13 VANTAGE 7138699332 P.02i17 REQUEST FOR TEMPORARy UTILMLES DATE: 1 2 2 TO: UILDING OFFICIAL CITY OF �LA PORTE i[A PORTE, TX 77571 i SUBlEC7: THE USE OF TEMPORARY UTILITIES FOR CONSTRUCTION PURPOSES AND TESTING OF EQUIPMENTAT 1400 kpC-T-L( �fl6L1. BUILDING PERMIT NUMBER--ILZAO 00 0 j 0Z0 I 1 OWNER AS GENERAL CONTRACTOR AS ELECTRICAL request the OR use of temporary utilities for construction and the testing of eq equipment, i understand that this In no way gives me• permission to occupy or use for storage purposes any building or portion thereof unless permits on the building or portion to be occupied had been Inspected, approved, and a Certificate of Occupancy Issued. We further understand that the temporary utilities may be disconnected for any Violation of the Code. The General Contractor and owner assume the responsibility for any violation of any city 1 ordinance by the. subcontractor. I amporary electrical permits are in force for 3 months (90 days). if more time is required to complete the ' building,l?a new application shall be submitted by a licensed electrical contractor and be accompanied by the temporary electrical permit fee. The undersigned hereby agrees to indemnify and hold forever harmless the City of La Porte, its officers, and empbyeerr s from any and all claims or causes of action alleged to have been caused directly or indirectly by the temporary use of uti ties for which this application Is made. I also understand that this request will not be issued until all permits required for the building have been Issued. I HUbdr, Mark From: Sent: To: Cc: Subject: Huber, Mark Thursday, June 30, 2011 2:00 PM Malik, Masood Huber, Mark; Menager, Dwayne; Fitch, Dennis; Ramos, Mario RE: Port Modal Centre I processed the permit yesterday. You sent your email to me today, so it did NOT end up as language on the permit. I did mention to you that I put a note on the front of the job file for the inspectors to go by. That is why I sent you the email so Clay Development will be aware of the requirement BEFORE the end of the project. Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm laportetx.gov From: Malik, Masood Sent: Thursday, June 30, 2011 11:33 AM To: Huber, Mark Subject: RE: Port Modal Centre You mentioned that language or Notation is on the building permit. However, I will inform Chris accord ingly.thx.m From: Huber, Mark Sent: Thursday, June 30, 2011 11:28 AM To: Malik, Masood Cc: Huber, Mark Subject: RE: Port Modal Centre Does Clay Development already know this as well????? Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 h u berm(& la portetx. gov From: Malik, Masood Sent: Thursday, June 30, 2011 10:39 AM To: Huber, Mark; Slaton, Rodney Cc: Tietjens, Tim; Sterling, Brian Subject: Port Modal Centre a .ten. Gtit P-(,Y\ ThF4 MKS Gentlemen, Major Development Site Plan for PMC has been approved. Soon, the building permit will be ready. Per Tim's directive, CO will not be issued until North 8" Street abandonment/closing is administratively complete or approved by CC and subsequently plat is recorded with Harris County. FYI.thx.m i Huber, Mark From: Malik, Masood Sent: Thursday, June 30, 2011 10:39 AM To: Huber, Mark; Slaton, Rodney Cc: Tietjens, Tim; Sterling, Brian Subject: Port Modal Centre Gentlemen, Major Development Site Plan for PMC has been approved. Soon, the building.permit will be ready. Per Tim's directive, CO will not be issued until North 8`".Street abandonment/closing is administratively complete or approved by CC and subsequently plat is recorded with Harris County. FYI.thx.m Print Details Page 1 of 1 HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2011 REAL PROPERTY ACCOUNT INFORMATION 0270830000001 Owner and Property Information Owner Name & OAK PARK TRADING LTD Legal Description:.50 U/D INT IN TR 27 BLK 27 & TR 28 BLK 28 & Mailing Address: 1400 N 10TH ST TRLR 100 TR 3 ABST 5 E BRINSON (13.5355 AC) LA PORTE TX 77571-3231 NEBRASKA SYNDICATE ' Property Address: 1306 N 10TH ST LA PORTE TX 77571 State Class Land Use Code Building Total Land Building Net Neighborhood Map Key Code Class Units Area Area Rentable Facet Map® Area F1 -- Real, 4213 -- Mobile E 0 294,805 0 0 9701.01 1 6254A 540T Commercial Home Park SF Value Status Information Capped Account Value Status Shared CAD Pending All Values Pending No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2010 Rate 2011 Rate None 020 LA PORTE ISO Pending 1.325000 040 HARRIS COUNTY Pending 0.388050 041 HARRIS CO FLOOD CNTRL Pending 0.029230 042 PORT OF HOUSTON AUTHY Pending 0.020540 043 HARRIS CO HOSP DIST Pending 0.192160 044 HARRIS CO EDUC DEPT Pending 0.006581 047 SAN JACINTO COM COLD Pending 0.176277 071 ICITY OF LAPORTE I Pending 1 0.710000 Valuations Value as of January 1, 2010 Value as of January 1, 2011 Marketl Appraised Market Appraised Land 368,5041 Land Improvement 103,4911 Improvement Total 471,995 . 471,995 Total Pending Pending Land Market Value Land Line Description Site Code Unit Type Units Size Factor Site Factor Appr O/R Factor Appr O/R Reason Total Adj Unit Price Adj Unit Price Value 1 4213 -- Mobile Home Park AC6 I AC 12.50001 1.00 1 1.00 1 1.00 1 11.00 jPendingj Pendingi Pending 2 4213 -- Mobile Home Park -- I AC 14.26781 1.00 1 1.00 1 1.00 1 11.00 1 Pending I Pending I Pending http://www. hcad.org/records/print.asp?crypt=%94%9A%BO%94°/aBFg%84%8F%86zpg%... 6/14/2011 Print Details Page 1 of 1 HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2011 REAL PROPERTY ACCOUNT INFORMATION Owner and Property Information Owner Name & TROULON REALTY LTD Legal .50 U/D INT IN TR 27 BLK 27 & TR 28 BLK Mailing 2260 W HOLCOMBE BLVD STE Description: 28 & Address: 176 TR 3 ABST 5 E BRINSON HOUSTON TX 77030-2008 (13.5355 AC) NEBRASKA SYNDICATE Property 0 N LOTH ST Address: LA PORTE TX 77571 State Class Land Use Code Building Land Building Net Neighborhood Map Key Code Class 7Unti Area Area Rentable Facet Map® Area F1 -- Real, 4213 -- Mobile -- 0 294,805 I 0 0 9701.01 6254A 540T Commercial Home Park SF Value Status Information Capped Account Value Status Shared CAD Pending All Values Pending No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2010 Rate 2011 Rate None 020 LA PORTE ISD Pending 1.325000 040 HARRIS COUNTY Pending 0.388050 041 HARRIS CO FLOOD CNTRL Pending 0.029230 042 PORT OF HOUSTON AUTHY Pending 0.020540 043 HARRIS CO HOSP DIST Pending 0.192160 044 HARRIS CO EDUC DEPT Pending 0.006581 047 SAN JACINTO COM COL D Pending 0.176277 071 ICITY OF LAPORTE I Pending 1 0.710000 Valuations Value as of January 1, 2010 Value as of January 1, 2011 Market Appraised Market Appraised Land 368,5041 Land Improvement 103,4911 Improvement Total 471,9951 471,995 Total Pending Pending Land Market Value Land Line Description Site Code Unit Type Units Size Factor Site Factor Appr O/R Factor Appr O/R Reason Total Adj Unit Price Adj Unit Price Value 1 4213 -- Mobile Home Park AC6 I AC 12.5000 1.00 1.00 1 1.00 -- 1.00 1 Pending Pending Pending 2 4213 -- Mobile Home Park -- AC 4.2678 1.00 1.00 1.00 -- 1.00 Pending Pending Pending http://www.hcad.org/records/print.asp?crypt=%94%9A%BO%94%BFg%84%8F%86zpg%... 6/ 14/2011 JUL11-2011 FRI 10:07 Q FAX N0, P, of City of Le Porte 604 W Fairmont PkwY La Porte, Tx 77571 ' • INSPECTj0NfLINE:(281) 470-5130 (281)470-5073 PERMIT`_^___Date-""?/01/11 _---_- F '• 2V-H'tm;5ma+2-*BUILDING Date _ - "- 11-00001021 _-___ Application Number 1400 N HWY 146 property Addrasa p27-063-000-0001 QUALITY p%RMIT I1CAD Number: description Application typo STORM WATER NEBRASKA SYNDICATE Subdivision Nome R&A7, COMMERCIAL DEVEyOFMENT property Use PLANNED UNIT property Zoning O 'Application valuation Contractor Owner, -_..----------------- _ -' -- CLAY DSV1%LOPMENT 6-CONST SUITE�4707056 OAK PARK TRADING LTD. 10T)t ST TRLR 5599 SAN FELIPE 100 HOUSTON 1400 N LA PORT& 775713231 (713) 789-2529----------------- ------------DLOG-PERMIT-8TORM^WATER QUA I+r -----Dormit STORM WATER RUALfTY Rddiiional desc Permit pin number 388330 plan Cheek Fee 200.00 00 0 permit Veo 7/01/11 Valuation Issue Date Expiration Data 6130/12 Extension Qty Unit Charge Per -------------2D0,00- BASE FEE ___-_ _-_•-- ---------- ----- -----'--paid -----Credited ----------- Duo -_-____ Foe Summary Charged-_-,.___-.-- - --------- ---------- 00 .00 - --TOta Total 200.00 200,00 .00 •00 permit Fee plan Chock Total 00 •00 00 200.00 200.00 .00 Grand Total c (9TGNATUIOF CONTRACTOR Xg H0£NT) DATh)(APPROVJ:D BY BUILDING OFF TE � a< City of La Porte 604 W Fairmont Pkwy. La Porte-, ..Tx- 77571 (281)470-5073 INSPECTION LINE: '(281)470-513'b ****ZONING PERMIT**** ----------------------------------------- Application Number 7--------- ------------------- . . 11-00000948Date 7/01/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description ZONING PERMIT Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Property owner . . . . . OAK PARK TRADING LTD Owner address . . . . . . . . 1400 N 10TH ST TRLR 100 LA PORTE TX 775713231 Other struct info . . . . . SIC CODE (ZONING PERMITS) X -------------------------------------------------------------- Permit . . . . . . ZONING PERMIT Additional desc . . SIC 5162 FRON. LOG @ PORT MODA Permit pin number . 388322 Permit Fee . . . . 50.00 0 Issue Date . . . . 7/01/11 Valuation . . . . Expiration Date , 12/28/11 Qty Unit Charge Per Extension 50.00 BASE FEE ------------------------------------- Special Notes and Comments June 29, 2011 8:52:37 AM lapovfl. 1. SIC 5162 PLASTICS WHOLESALE DISTRIBUTION 2. NAME OF BUSINESS & BUSINESS OWNER FRONTIER LOGISTICS @ PORT MODAL CENTER MR. JOHN VOSSLER, EX. V.P. 3. ANY CHANGE OF TENANT, USE, OR OWNERSHIP REQUIRES A NEW ZONING PERMIT.. 4 "IF ANY INTERIOR AND/OR EXTERIOR IMPROVEMENTS ARE ANTICIPATED, CHECK WITH CITY FOR POSSIBLE PERMIT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 5. IF DUMPSTER IS UTILIZED AND WITHIN PUBLIC VIEW, APPLICANT MUST APPLY FOR AND OBTAIN A PERMIT FOR A DUMPSTER ENCLOSURE PRIOR TO CONSTRUCTION. 6.. PREVIOUSLY APPROVED CERTIFIED SITE PLAN: #11-83000001. 7. CHECK WITH CITY FOR POSSIBLE PERMIT REQUI'REMENTS PRIOR TO PLACEMENT OF ANY NEW/FUTURE SIGNAGE. 8. PLACEMENT OF ANY SHIPPING CONTAINERS REQUIRES PRIOR CITY APPROVAL. 9. NO STACKING OF SHIPPING CONTAINERS U T,: City of La Porte 4P 111 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE: (281)470-5130; ****ZONING PERMIT**** ------------------------------------------------- ------------- Pag e 2 Application -Number . . . . . 11-00000948 Date 7/01/11 ---------------------------------------------------------------------------- Special Notes and Comments ALLOWED. 10.COMPLY WITH ALL CONDITIONS OF SCUP# 11-91000002. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 50.00 50.00 .00 .00 Grand Total 50.00 50.00 .00 .00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- THIS PERMIT BECOMES INVALID WITH ANY CHANGE OF USE, OCCUPANCY, TENANCY OR OWNERSHIP OF THIS BUILDING OR LEASE SPACE. OWNER OR AGENT _DATE a, ZONING ADMINISTRATOR __ DATE L ri-• - ;: City of La Porte 604 W Fairmont Pkwy, La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** --------------------------------------------------------------------- Application Number . . . . . 11-60066Q35 Date 1/10/11 Property Address . . . . . . 1400 N TENTH ST HCAD Number: 027-083-000-0014 Application type description DEMOLITION, SINGLE FAMILY DWELLING Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 0 Owner - - - - - - - - - - - - - - - - - - - - - - - - TROULON REALTY LTD 2260 W HOLCOMBE BLVD STE 176 HOUSTON TX 770302008 Contractor ------------------------ CLAY DEVELOPMENT & CONST 800 GESSNER STE 8.50 HOUSTON TX 77024 (713) 789-2529 ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -DEMOLITION Additional desc . . DEMO Permit Fee . . . . 75.00 Plan Check Fee .00 Issue Date . . . . 1/10/11 Valuation . . . . 0 Expiration Date . . 3/11/11 Qty Unit Charge Per BASE FEE Extension 75.00 --------------------------------------------------------------------- Soecial Notes and Comments January 7, 2011 9:54:31 AM lapovfl. uk 2. DEMO SHALL INCLUDE BUILDING AND SLAB. 3. CASH BOND ($500.00) IS REFUNDABLE ONCE CITY APPROVES DEMO FINAL. 4. CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS/MATERIALS. 6. ADD FILL AS NEEDED AND GRADE PROPERTY . (WHERE WORK WAS PERFORMED AND AREAS DAMAGED) TO DRAIN PROPERLY (REAR TO STREET FRONTAGE). 7. PROPERTY MUST BE LEFT IN LEVEL, MOWABLE CONDITION THAT WILL NOT POOL WATER. 8. CALL FOR CITY FINAL ONCE ALL WORK IS COMPLETED. (281-470-5130). 9. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL RULES/REGULATIONS 1 �f ��I JUN - 2 2011 City or La Porte - 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5V 3 INSPECTION LtNE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 11-00000035 Date 1/10/11 ---------------------------------------------------------------------------- Soecial Notes and Comments REGARDING ASBESTOS. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 75.00 75.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 75.00 75.00 .00 .00 JUN -1 2011 ply- - - - - - - - - - - - ,----- ----------------------------------------------------- dl III (SIG_ N_.TURE 01 CTTT ACTOR OR AUT' - ED AGENT) DATE �(10 I I1 (APPROVED BY 3UNG OFFICIAL 0 u _ D AGENT) DATE CITY COPY City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00000472 Date 3/25/11 Property Address . . . . . . 1400 N TENTH ST UB HCAD Number: 027-083-000-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . IND - BUSINESS Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 950 LOADS FILL Owner OAK PARK TRADING LTD 1400 N 10TH ST TRLR 100 LA PORTE TX 775713231 Contractor ------------------------ OWNER 123 ANYWHERE LA PORTE TX 77571 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - FILL DIRT Additional desc . . 950 LOADS FILL DIRT Permit pin number . 381970 Permit Fee . . . . 1825.00 Plan Check Fee .00 Issue Date . . . . 3/25/11 Valuation . . . . 0 Expiration Date 9/21/11 Qty Unit Charge Per Extension BASE FEE 1825.00 ---------------------------------------------------------------------------- Special Notes and Comments March 25, 2011 10:09:32 AM LAPOKYC. FILL DIRT - 950 LOADS ---------------------------------------------------------------------------- Fee summary ----------------- Charged Paid -------------------- Credited ---------- ---------- Due Permit Fee Total 1825.00 1825.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 1825.00 1825.00 .00 .00 CVz JUN - 2 2011 bjl ---------------------------------------------------------- (SIGNATUR O�%%i, F CONTRACTOR ORUTHORIZED ENT) DATES (APPROVED BY BUIL F I•I�i AGENT) CITY COPY `:/OILY (281)470-5073 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . 11�-0"044.0Z48 Date 4/28/11 Property Address . . . �—Y3l6 N TENTH ST HCAD Number: pp-p0 Application type description MISCELLANEOUS Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . IND - BUSINESS Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc FILL DIRT - 1300 LOADS 559- --------------------=--- OAK PARK TRADING LTD 1400 N 10TH ST TRLR 100 LA PORTE TX 775713231 Contractor ------------------------ OWNER 123 ANYWHERE LA PORTE TX 77571 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - FILL DIRT Additional desc . . 1300 LOADS Permit pin number, . 384008 Permit Fee . . . . 2525.00 Plan Check Fee .00 Issue Date 4/28/11 Valuation . . . . 0 Expiration Date 10/25/11 Qty Unit Charge Per Extension BASE FEE 2525.00 ---------------------------------------------------------------------------- Special Notes and Comments April 28, 2011 12:29:06 PM lapokyc. 1300 LOADS OF FILL DIRT ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------ - ------------------------=------------------- Permit.Fee Total 2525.00 2525.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 2525.00 2525.00 .00 .00 JUN - 2 2011 1 BY.- ------------ (SIGNATIIRE OF CONTRACTOR OR A HORIZED AGENT) DATE (APPROVED BY BifiIyG(O I OR AUTHORIZED AGENT) DA4 Z CITY C®Py This permit is issued to For Development of: Legal Description: Zoning: Use: Permit Conditions: City of La Porte Special Conditional Use Permit #11-91000002 llpl 4l Clay Development & Construction. Inc. Owner or Agent 5599 San Felipe. Suite 1440. Houston TX 77056 Address Port Modal Centre Development Name 1400 State Highway 146 North, La Porte, TX 77571 Address 14.8252 acre tract of land. Johnson Hunter Survey, Abstract 35 & Enoch Brinson Survey, A-5. La Porte, Harris County. Texas. Planned Unit Development (PUD) Office/Warehouse Facility N12r This SCUP outlines in general terms the proposed Planned Unit Development The developer recognizes and understands that any construction or development of the private or public improvements anticipated by this SCUP and the general plan shall require further submittal and approval of plats, site plans, construction drawings, engineering analysis, covenants, eta ,,2. Said submittals for this development shall be in accordance with this SCUP, General Plan, ordinances and policies of the City of La Porte. ,Z Land uses will be strictly commercial/industrial in nature. A further refinement of indusb W activity shall be approved by the City. EN fY Zoning permit shall be required from the City for proposed use/activity at site. S. The applicant shall ensure that the truck circulation does not cause congestion on the streets, % him and proper signage shall be installed to control vehicles turning along SH 146. Fire truck access, ue suppress egmrerrnmts� ran p acemen s specified on the plans. ,,79. A rail access, spur design, and UPRR approval shall be required. /r Proposed development shall be screened and landscaped in compliance with required screening and landscaping provisions of the zoning ordinance of the City. A site plan and/or separate plans shall be submitted in conjunction with the building permit application and ensure that tall trees are planted along frontage road of SH 146 and along south prrty line to provide screening, which will add to a positive aesthetic environment at the entrance wmdor. Provide detailed landscape and screening plans during site plan submittal. Allow existing trees to remain at site. �. Provide an irrigation system to ensure that all landscaping and screening is properly maintained by the owner/developer. Provide a public utility easement for future water main along north property line adjacent to existing railroad, to be connected with public water for fire suppression. JQ Submit design for on & off -site utilities with capacities. 36 Stacking of shipping containers at the facility shall not be allowed. The Developer shall comply with all other applicable laws and ordinances of the City of La Porte and the State of Texas. EXHIBIT A Failure to begin construction within 12 months after issuance or as scheduled under the terms of a special conditional use permit shall void the permit as approved, except upon an extension of time granted after application to the Planning and Zoning Commission. If construction is terminated after completion of any stage and there is ample evidence that further development is not contemplated, the ordinance establishing such special conditional use permit may be rescinded by the City Council, upon its own motion or upon the recommendation of the Planning and Zoning Commission of the City of La Porte, and the previous zoning of the entire tract shall be in full effect on the portion which is undeveloped. Validation Date: 7 Director Planning N ly Guar Splits Page 1 of 5 Sign In Join Free My IndiaMART Helpline +91-9696969696 —Buy Sell Help Products Suppliers Sell Offers Buy Leads Tenders Trade Shows i1Klial '� Enter Product / Company Name to Search Products Submit QuE spurn Suppt' y , Grow Products Home i Post FREE Products I Manage My Products I Post Buy Requirements Products Directory > Food & Beveraaes> Guar, Guar Gum & Guar Gum Powder Guar Splits Companies - 82 NEEPOTM SPLITS By Neelkanth Polymers Guar Splits Products - 16 Products Description Guar Gum Solifs Guar Gum Split Powtler By Ago Gums By Stanley Chemical Private Limited Displaying 1-16 of Total 16 Products Found Supplier Information Guar Gum Sol t Jainsons (India) Industries Guar Gum Split is refined endosperm derived from guar seed or cluster bean (cyamoperm tebagonoloba). Guar Splits are non-ionic poysacchande galacomannan. Guar Gum Refined Split (Endosperm) is mechanically view Caulog separated from guar seed which yields 28-30% of Refined Split. Guar beans are harvested and dried following the growing season. The beans are shelled from the pods, the germ and hull removed. The resulting guar splits are wet -milled into powder; the powder is graded by granulation and quality. Products are re -blended according to specification, bagged and marked. Guar Gum Split with its versatile inherent properties is used all over the globe with different utilities in many industries like Petroleum (Oil drilling), textile, printing, food pharma, cosmetic, toiletries paper, tanneries, mining, explosives, pet food etc. in powder form either directly plain Guar Gum Powder or in derived fonn.Uses : Guar Gum Split with its versatile inherent properties is used all over the more. Guar gum extraction AKreOne Gums Applications - Guar Gum Powder Guar Gum for Beverages When guar gum is applies in preparation of beverages it refreshes body and mouth feel, its viscosity remains view caulou under control, and ensures the longevity of the shelf - life. Guar Gum for Noodles: When applied in noodles its moisture is retained and its texture and form is improvised. Guar Gum for Pastry ices: Absorbs water and prevents excessive stickiness. Guar Gum for Soups: Acts as a thickener and stabilizer in soups Guar gum for Processed cheese: When applied in the formation of cheese its texture is enhanced and retains the flavor. It also acts as a stabilizer in cheese. We export high purity Guar Gum Products Guar Gum Spltt Guar Gum Powder r, 'r CLKKHEAE You Can Advertise Here Category Matches a Cooking Herbs a Cookina Spices a Guar Gum s Guar Gum Powder x Guar Gum Splits a Gum Powtler a Indian Gum a Pure Herbs x Spices & Cookina Masas Subscribe for new products in this Category Guar Gum for Bakery Improves the texture, increased dough yield, more... http://catalogs.indiamart.com/products/guar-splits.html 6/ 15/2011 Guar Gum Splits, Cassia Powder, C­ivt Gum Powder, Cassia Tora Powder Pagel of 3 Home .......................................... i About Us .............................. i Products .1111 ...................... I ....... ... , Applications Contact E-mail Products Guar Gum Splits Guar Gum Powder Guar Gum Splits Products Cassia Powder Guar Meal Guar Guar gum is one of the most efficient water thickening agent known and having characteristics of white to creamy coloured and free Flowing powder. Guar Gum is a very versatile and efficient bio-polymer covering a wide range of Industrial applications. Guar Gum Splits Is manufactured from Guar Seed. Guar Gum Split is refined endosperm and non Ionic polysaccharide galacomannan. Split (Endosperm) is mechanically separated from guar seed and refined to special clarity levels. Further more In other words, the refined guar splits are obtained from fibrous material, which forms the husk. The refined guar split is produced when the fine layer of fibrous material Is removed and separated from the endosperm halves of husk by polishing. Guar Gum Splits is basic raw material for manufacturing guar gum powder. Amba Gums & Feeds Products offer superior quality Guar Gum splits that is the refined endosperm derived from the Guar seed or Cluster bean. The guar gum splits are hygienically packed and thus deliver unmatched quality standards. Guar gum undamaged by bleaching or thermal degradation and are available in several granulation and viscosity ranges. In dry storage, Guar gum may be stored virtually Indefinitely without spoilage or degradation of properties. Guar gum is a complex natural polymer of mannose and galactose sugars. Specifications Color Pale -white Gum Content 80-85% Splits 90% min Mineral Matter (ASH) 1.5% max Fiber 1.5 - 2.0 % max Protein 5% Maximum Moisture 10% Maximum Ether Soluble Substances 0.6% Maximum Acid Insoluble ash (sand and/or silica) Traces Black Split 1% max Heavy Metals Nil Appearance Bright creamy yellow Usually in 25 / SO Kg. Net HOPE bags with PE Liner Inside Package: Other Packages as per buyer's needs can be arranged Should be stored In cool & dry place, 'away from direct sunlight and Storage Conditions: moisture. http://www.ambagums.com/guargumsplit-cassiapowder.hw-d 6/15/2011 Guar Gum Splits, Cassia Powder, CnQcta Gum Powder, Cassia Tora Powder Page 2 of 3 Cassia Powder Cassia Tora L., Caesalpiniaceae, Is a wild crop and grows in most parts of India. Cassia gum is a food additive made from the endosperm of Senna obtusifolla also called Cassia obtusifolla or Cassia tora. Cassia gum powder Is used as a thickener and gelling agent. Gum Cassia mainly consists of mannose and galactose units. Cassla gum Is a pale yellow powder that Is soluble in hot water. Cassla gum powder acts as a thickening agent and forms gels with carageenan and xanthan. It is used as a gelling agent, in place of Locust Bean Gum or Carob gum, In conjunction with Carrageenan for wet canned pet food. Amba Gums & Feeds Products present superb quality cassia gum powder that Is off white go light ton and can be easily dissolved in water acting as a binding and thickness agent. Apart from this, we provide availability of cassla gum powder In unlike quantities in accordance to the requirements of customers. Cassia Cinnamon - Cinnamomum cassia - powder. From Southern China and Indonesia comes one of the oldest spices known to man. The bark of the tree Is harvested and pounded and the result Is Cinnamon. It has a warm spicy aroma and a sweet flavor. Specifications Cassia Gum Powder used for stabilising, binding & thickness agent. • Colour - off white go light ton • Odor -practicalls oderless. Physical & chemical • Moisture:08-15% • protein (N x 6.25): 05-10% • Fiber:05-15% • Gum (By diff.):60-80% • Ash:01-1.5% • Acid Insoluble: 07-13% • Fat:0.5-01% • P.H.:6-8% Viscosity • Cold viscosity 1% sol. Brokflelf 4/20@ 25oC. Temp. 20-100cps. Particle Distribution • Retain on 60mesh 10-15% Packaging • 25kgs net HOPE polywoven paper fabric. • Bass, Inside PP liner. Guar Meal Guar Meal - A cattle feed. Guar gum Is applied for various food and other industrial uses as a viscosifler, thickener, binder, gelling agent, stabilizer, emulsifier, flocculant, water holding agent. Guar meal Is a highest protein containing animal feed In Its group; It is having up to 55 percent of protein [O+A) with a digesting content. During the guar split manufacturing process, husk and germ are obtained. These are used as a valuable cattle feed as they are rich In protein. Guar Meal is a by-product after processing the Guar Seed. That is, Guar gum is extracted from the guar seed Cyamopsis Tetragonoloba of leguminous plant. The extracted guar meal is further processed by toasting at a high temperature to remove Trypsin Inhibitor, thus improving its nutritive value. http://www.ambagums.com/guargumsplit-cassiapowder.html 6/15/201 1 Guar Gum Splits, Cassia Powder, C;-za Gum Powder, Cassia Tora Powder Page 3 of 3 Guar Meal typically comes In different forms: a Guar Meal Churl, which is In powder form and Guar Meal Korma in granular form. Guar Meal is rich in proteins and carbohydrates, and Is a 100 percent natural agricultural product without the addition of any chemicals or preservatives. Processed guar meal can be used either in conjunction with other feed stuffs or by itself, as it is a complete nutritional feed. PRODUCT PROTEIN ( O + A ) SILICA FIBRE MOISTURE Specifications GUAR KURMU 50.00% Min. 02.00% Max. 10.00% Max. 10.00% Max. GUARCNUNI 35.00% Min. 02.00% Max. 10.00% Max. 10.00% Max. Back Top Home I About Usl Products I Applications I Contact I E-mail © Copyright 2005. Amba Gums & Feeds Products. All rights reserved. Web Design and Search Engine Optimization by Opal Infotech http://www.wnbagums.con/guargumsplit-cassiapowder.html 6/15/2011 Guar Splits Page 2 of 5 Guar Gum Splits Guar Gum Refined Split is refined endosperm derived from guar seed or cluster bean (cyamoperm tetragonoloba). It is a non-ionic polysacchande galacomannan. Guar Gum Refined Split (Endosperm) is mechanically separated from guar seed which yields 28 -30% of Refined Split. Guar beans are harvested and dried following the growing season. The beans are shelled from the pods, the germ and hull removed The resulting splits are wet -milled into powder: the powder is graded by granulation and quality. Products are re - blended according to specification, bagged and marked. Guar Gum Split with its versatile inherent properties is used all over the globe with different utilities in many industries like Petroleum (Oil dolling), textile, printing, food pharma, cosmetic, toiletries paper, tanneries, mining, explosives, pet food etc. These industries use Guar Gum in powder form either directly plain Guar Gum Powder or in derived forth. We provide quality Guar Gum Splits to quality more. Guar Gum Split Powder We bring forth Guar Gum Split Powder, which is a refined endosperm obtained from Guar seed or cluster bean (Cyamoperm Tetragonoloba). These non-ionic (Polysaccharide Galactomannan), is mechanically separated and derived from Guar seed. This seed yield 28-30% of refined split, and is harvested and dried after the growing season. After the harvest, these beans are shelled from pods, along with the removal of germ and hull. The resultant guar splits is furthermore wet -milled into powder, which in turn is graded by granulation and quality. Bagged and marked in accordance to re - blended specifications, this product is utilized all over the globe in industries like petroleum drilling, textile, food pharma, printing, paper toiletries, cosmetic, mining, tanneries, explosives and pet food. The tons used are both plain powder form and derived form. We also provide these splits to Guar Gum Powder manufacturers as cow more... Guar Gum $ollte Agro Gums View Catalog Stanley Chemical Private Limited View Catalog AKrofine Gums Applications - Guar Gum Powder Guar Gum for Beverages When guar gum is applies in preparation of beverages n view catalog refreshes body and mouth feel, its viscosity remains under control, and ensures the longevity of the shelf - life. Guar Gum for Noodles: When applied in noodles its moisture is retained and its texture and form is improvised. Guar Gum for Pastry ices: Absorbs water and prevents excessive stickiness Guar Gum for Soups: Acts as a thickener and stabilizer in soups Guar gum for Processed cheese: When applied in the formation of cheese its texture is enhanced and retains the flavor It also acts as a stabilizer in cheese. Guar Gum for Bakery Improves the texture, increased dough yield more. guar gum applications In minlna Altrafine Gums guar gum applications in mining more. View Catalog Guar Powder Altrafine Gums Gum is derived from guar %ads or cyamopsis tetragonoloba termed as Guar Gum. Guar Gum can also be termed as guaran. These seeds have high low - shear viscosity as evaluated with other hydromlloids like (locust bean gum). Guar Gums are effective thickenere and stabilizers. Ads by Google Guar Allocation Available Frac-Chem is Currently Allocating Guar & Guar Slurries. Contact Us. www.fracchem.com TIC Gums. Inc. #1 preferred supplier of hydrocolloids to US food industry www.ticgums.com Guar Gum Mfg of Natural Gums since 1960 Guar, Cassia, Ghatti, Karaya, TKP www. premcemgums.com Guar Gum Distributor Supplying Guar Gum Since 1982 Stock Available in the US www.polypromill.com Guar Gum Buy Top Quality Guar Gum Low Prices, Fast Shipping! www.iherb.com iherbcom is rated Related Trade Leads Guar Splits We have paper chemicals plant at Fandabad. We want to purchase guar splits for further conversion to value added products for paper industry.... (Buy) Guar Dal export guar gum, which soWe is generally the ground A. endosperm of guar bean. To obtain guar gum, the -" guar seed are dehusked, milled and screened... (Sall) Guar Refined Splits We offer Guar refined splits. Year of Establishment: 1995. TurnoverUS$ 1-10 Million (or Rs. 4A0 Crone Approx.) Quality. An ISO 9001.200 .. (Sell) Free Tenders from India http://catalogs.indiamart.com/products/guar-splits.html 6/15/2011 Capstin, Krystle From: Capstin, Krystle Sent: Friday, July 01, 2011 9:53 AM To: Herrod, Curtis Subject: 1400 N Hwy 146 FYI... Re: 1400 N Hwy 146 — Work Order #'s 0064692 & 0064693 General contractor to install new manhole w/ 6" connection. General contractor to install new 6" fire line tap and double check back flow preventer. General contractor (Clay Development 713-789-2529) to schedule inspections for manhole and sewer tap and fire line tap with Public Works Department. Respectfully, Krystle Capstin, Customer Service Tech. City of La Porte, Texas Inspection Services Division Ph: 281.470.5078 Fax: 281.470.5005 C a p st i n KA l a oo rtetx. q ov CITY OF LA PORTE COMMERCIAL/INDUSTRIAL APPLICATION FOR UTILITY SERVICE(S) (OVER 2.5 AC) (WHERE W/S IS D SHALL INCLUDE REQUIREI) Sh1t;ALxb 108,900 SQ. FT. TO USE THIS FORM. Fn/jt, 4. TOTAL WATER CHARGES i FEE TOTAL SEWER CHARGES $ TOTAL WATER & SEWER CHARGES ) FOR UVESTOCK USE ONLY - WATER FRONT FOOT FEES NOT APPLICABLE AT THIS TIME. *baND&UM SIZE TAPS AS PER P. I. C. M. SANITARY SEWER DESIGN REQUIREMENTS, CHAPTER 4, SECTION 4.03-G. NO� FOR LARGER TAPS CONTACT WATER/SEWER SUP ENT. ( 1 �t ,... h � Av"'---/ r "/ "" - 1)A OF PAYMENT: 1 I ) No CARD- QL•,: aA y RECEIPT NUMBER-- CLERK'S INITIALS: A P 04�� �iL�'C' / / 9�o W ORDERNLTMBER: • 2.5 Ae.)� S:\CPShmeUNSYECMN DMSIONUaspectiow\Wafer & Sewer tie on co rop.doc ` (Over 11-16-05 Rev. 40 CITY OF LA PORTE COMMERCIAL/INDUSTRIAL APPLICATION FOR UTILITY SERVICE(S) (OVER 2.5 AC.) REQUEST: ��'ITON: BLK: LT: .,g ' IATID SHALL INCLUDE REQUIRgolED SETBACKS. eS n win OVER 108,900 SQ. FT. TO USE TffiS FORM.D "z ° TAP s %a O ao 00 Q $ WATER CHARGES TOTAL SEWER CHARGES ) FOR LIVESTOCK USE ONLY - WATER FRONT FOOT FEES NOT APPLICABLE AT THIS TIME. *M]NIMUM SIZE TAPS AS PER P. L C. M. SANITARY SEWER DESIGN REQUIREMENTS, CHAPTER 4, SECTION 4.03-G. •�pTE: FOR LARGER TAPS CONTACT WATER/SEWER SUPE R INTENDENT. DATE OF PAYMENT: RECEIPTNUADER'- CLERK, 1 �• WORK ORDER NUlMFR-' tnv,2.5 Ac.) 11-16-05 Rev. 0 CITY OF LA PORTE COMMERCIAL/INDUSTRIAL APPLICATION FOR UTILITY SERVICE(S) (OVER 2.5 AC.) pEMON MAKING, REQUEST: S7REET ADDRESS (WHERE W/S IS LEGAL DESCRIPTION: BLK: LT: SUBD: r PROPERTY SIZE:* ( ) X ( = I go` *AREA DESIGNATED SHALL INCLUDE REQUIRED SETBACKS. AC re5 "MUST BE OVER 108,900 SQ. FT. TO USE THIS FORM. SEWER INSPECTION FEE TOTAL TOTAL WATER & ( )FOR LIVESTOCKUz!il:v1• *MINIMUM SIZE TAPS AS PER P. I. C. M. CHAPTER 4, SECTION 4.03-G. NOTE: FOR LARGER TAPS CONTACT V Sewec— _✓,��, v-j6 v $ ...��r 0 $ o�%�lroo- $ JOT FEES NOT APPLICABLE AT THIS TIME. SEWER DESIGN REQUIREMENTS, SEWER SUPERINTENDENT. DATE OF PAYMENT: I 1 - --v__.� 1.d: w: CLERK'S r rrIALS: I 1141u 1 (_A?cKgE_ 2 81 — 4 71 — 9 GS� p n WORK ORDER NUMBER: u� a �( c-prop. 11-16-05 Rv tios\Watcr&Se tieoncomOe25 Ac) S: CP56axe�A'SRECTT ONDVSION—yo n �, (� ,/�Jl A I /�� L// fl rl 7 — en Q i�C KJ ^'f Ramos, Mario From: Slaton, Rodney Sent: Thursday, May 10, 2012 8:19 AM To: Ramos, Mario Subject: 1400 SH 146 North Hi Mario: The above referenced address passed its stormwater quality inspection. CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y 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 . . . . P E R M A N E N T 5/11/12 027-083-000-0001 1400 N HWY 146 LA PORTE TX 77571 NEBRASKA SYNDICATE TR 27 BLK 27 & TR 28 13LK 28 & TR A TR 3 ABST 5 E BRINSON PLANNED UNIT DEVELOPMENT OAK PARK TRADING LTD CLAY DEVELOPMENT & CONST 713 789-2529 11-00001020 000 000 NEW, COMMERCIAL NON-COMBUSTIBLE II STORAGE Approved . . . . . . . ------------------------- Building Official f`!� VOID UNLESS SIGNED BY BUILDING OFFICINAL A s 47 -70 J y .46 City of La Porte /� Special Conditional Use Permit #11-91000002 Z 5/ N This permit is issued to: Clay Development & Construction. Inc. 3,!F Owner or Agent r 5599 San Felipe, Suite 1440, Houston TX 77056 Address �l For Development of: Port Modal Centre Development Name 1400 State Highway 146 North. La Porte TX 77571 Address Q Legal Description: 14.8252 acre tract of land. Johnson Hunter Survey. Abstract 35 & ` Enoch Brinson j Survey, A-5 La Porte Harris County. Texas. V Zoning: Planned Unit Development (PUD) Use: OfficeNVarehouse Facility Permit Conditions: V# � �� � I m m 5/7o/i2 6 /: 93P/ . \ ` This SCUP outlines in general terms the proposed Planned Unit Development The developer recognizes and understands that any construction or development of the private or public improvements anticipated by this SCUP and the general plan shall require further submittal and approval of plats, site plans, construction drawings, engineering analysis, covenants, etc. i �,Z: Said submittals for this development shall be in accordance with this SCUP, General Plan, ordinances and policies of the City of La Porte. ,. Land uses will be strictly commercial/industrial in nature. A further refinement of industrial activity shall be approved by the City. En 4l Zoning permit shall be required from the City for proposed use/activity at site. ,�5. The applicant shall ensure that the truck circulation does not cause congestion on the streets, ` and proper signage shall be installed to control vehicles turning along SH 146. \ tV Fire truck access, nre suppresslOflTegmrercn. , ran p acemen s if—alf�e specified on the plans. ,,7 A rail access, spur design, and UPRR approval shall be required. Proposed development shall be screened and landscaped in compliance with required screening and landscaping provisions of the zoning ordinance of the City. A site plan and/or separate plans shall be submitted in conjunction with the building permit application and ensure that tall trees are planted along frontage road of SH 146 and along south property line to provide screening, which will add to a positive aesthetic environment at the entrance corridor. C'd Provide detailed landscape and screening plans during site plan submittal. Allow existing trees to J remain at site. Provide an irrigation system to ensure that landscaping v yQ. all and screening is properly maintained by the owner/developer. yB. Submit design for on & off -site utilities with capacities. W. Stacking of shipping containers at the facility shall not be allowed. jp! The Developer shall comply with all other applicable laws and ordinances of the City of La Porte and the State of Texas. S�� P 6.i�f- it EXHIBIT A I C-a E' COMAIMRCUL W&SWORKORD lays DATE ADDRESS I 4 LEGALDESCRIPTION Tkar a�fkvv-ym-LT ta I-D a OWNER CONTRACTOR ----S--AtA �kF-- pw . - I � fiv DATE -7 ADDRESS REQUEST ZOMNG CLASSIFICATION FLOOD ZONE BLDG PLANS SUBMU= BLDG PLANS REVIEWED FEES PAID 7 it- I5-77- 5:18, SEWER TAP -fa ,Irricarvi,om FLOOD ZONE PERMIT (required if AL or VE zone) It"r421 a lzq) P # Zor4e' 069^tT F-1 Lk 15 B=IING pEpdy= L-Awr\ Il-,Aak 4Q.50 PLAN REVIEW FEE Ulls, 77 TIE INIFEE t- ArVx en PARKLAND FEE - ZONE ) s (0 - *AS C.Q6 6q�l TEMPORARY POWER POLE ) 9 -/X-7-53 F- PLUNIBINGFERA= MECHANICAL PERMIT T POLE CONST ELEV CERT GROUND PLUMBING ✓ i ; !! P 4--'u AaA "- &i-j- PIERS •Gt �N �w -P. ow_ ,, . �+ca v►rs+ +� '�o M a,J U o WATER SERVICE LINE SEWER �� i J` n^n 1LCu.ti op3 "'r o v`ti'e (if applicable) _ I-ll 4 a�i� -ZS-d y COVER-UP a:uh - y Alw�t LEAD TEST BRICK TIE - u771Iq� -5Tfi SIDEWALKS FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: ` IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) FAXED: GAS FINAL FAXED: ELECTRIC FINAL OTHER (patio, lawn WJA- 0 k foJh �L3.,6e _T(. o FINAL 5- 1'} °''� A Cp in nO rrJ a r�, t InsQ PrP� !"RU -*av �.'jyy� 5. N'S --x LldkAQ, UVULOVC5. S-krlc,�O kfK44 Rn 21 3-)tiA z A (D fit 44 VI-) LICA W-.#L 4gA*N A4 in -A. ahmm- m S:\CPSHAREMNSPECTIONSDIVISIONANSPECTIONS\RES-COML INSP SH . EEToct05.)(LS • mmpm vmg � 1 R (Jmr),Ixcthzu-Kh OIL L4 rn tA 9, rujlrcLrL :�i _e/mV4t:j/j I Z_ (p t I., q5, 17 dot .7-7- I-Le)k- J�oma/o u—Ij 0 (o h /I -4131 UJLQ mnNu i Pi)k i, hid (ZVA-k- It, Z -1tv atzt 4"-eA) du,t aeA o DAM L) �4t �a op -�LOA #0 4Ae_L coqe,/' 111L (\o Lk S.ICPSHAREMNSPECTIONSDIVISIONIINSPECTIONS\RES-COML INSP SHEEToct05.XLS IN 1 0 m W LIJAA+ rude GQ SA2 L" Mtn on, kho— t4o(AA,% W Co(Aie lb 4-11 UIA) Lie ------------ IL kv-k- 444)vnly J00= LJ�M 0),P,A 1IAAdeA QAAiA ya- Jot Nk . 04-a- wad l- 13- a 011 S-.\CPSHAREUNSPECTIONSDIVISIONANSPECTIONS\RES-COML INSP SHEETOctO5.nS NI ll� Em. l M M5M 0MlWMM. g . .. . /( Li /III TAIII V, J 944 f f 694 j0go 7LJ.V4 Y--1 W-vi-j�tLL� If dlA- ulw Lll-eA) Vill) "AA 17 -------------- ------------ lik -tA A 3 t- i k -5 p ;tow, 14 wdJ q-i,d N-L ,Auko� ling k4lA, A-19� JJYA Am d IF S:\CPSHAREUNSPECTIONSDIVISIONANSPECTIONS\RES-COML INSP S.HEEToctO5.)(LS m M ME � RMI f .lr e%YiWo .V.. M AR . ti\ �\ef cx- SPA A7Y - 4dJ--f amp- LN a It to p, S:NCPSHAREMNSPECTIONSDIVISIONANSPECTIONSkRES-COML INSP SHEEToct05.)CLS City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 12-00000401 Date 3/19/12 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation ---------------------------------------------------------------------------- . . . . 3500 Type of Work IRRIGATION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT MODAL CENTRE LP HORTICULTURAL SERV, INC. 5599 SAN FELIPE ST STE 1440 11627 NOBLEWOOD CREST LN HOUSTON TX 770562789 HOUSTON TX 77082 (281) 558-4499 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . WOOD FRAME Occupancy Type . . . . . . STORAGE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -LAWN SPRINKLER Additional desc . . IRRIGATION Permit pin number . 404640 Permit Fee . . . . 42.50 Plan Check Fee 21.25 Issue Date . . . . 3/19/12 Valuation . . . . 3500 Expiration Date . . 9/15/12 Qty Unit Charge Per Extension BASE FEE 20.00 3.00 7.5000 THOU BLDG - 1,001 - 50,000 22.50 ---------------------------------------------------------------------------- Special Notes and Comments March 12, 2012 2:52:18 PM lapomla. 1. AS PER PLANS AND NOTES 2. PROPERTY OWNER IS RESPONSIBLE FOR ANY REPAIR TO IRRIGATION SYSTEM INSTALLED IN ANY UTILITY EASEMENT AND ANY FUTURE DAMAGE TO SYSTEM BY UTILITY PROVIDERS 3. SEE ATTACHED LAWN IRRIGATION HANDOUT FOR MINIMUM REQUIREMENTS 4. NO HEADS OR PIPING ALLOWED IN STREET RIGHT OF WAYS 5. NOTIFY THE CITY OF LA PORTE TO ANY CHANGES IN SCOPE OF WORK 6. CALL FOR INSPECTIONS BEFORE BACK FILLING ANY TRENCHES City of La Porte 604 W Fairmont Pkwy La Porte, Tx` 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** -------------------------------------------------- — ------------------------ Page 2 Application Number . . . . . ---------------------------------------------------------------------------- 12-00000401 Date 3/19/12 Special Notes and Comments 7. BACKFLOW CERTIFICATION MUST BE ATTACHED TO BACKFLOW PREVENTER AT THE TIME OF INSPECTION 8. SEPARATE PERMIT REQUIRED FOR ANY ELECTRICAL WORK. ---------------------------------------------------------------------------- Fee summary Charged Paid -------------------- Credited Due ---------- --------------------------- Permit Fee Total 42.50 42.50 .00 .00 Plan Check Total 21.25 21.25 .00 .00 Grand Total 63.75 63.75 .00 .00 ---------- ��---------------------- IG TURE F CONTRACTOR OR AUZED AGENT) II �D (APPROVED BY BUILDING OFFICIALT � AGENT) D E PERmrr APPLICATP___ City of La Building �CE' yE lished 1892 MAR 0 9 2012 Vumbing_ back of form _M Subdivision: (L 55}.rn d .i COL� Block..2- -1 .Z�_AL 5 T S Owner's Street City Zip Contractor: 1-1Gf QJ Phone: -;? d6`/' ���' �07 Street Contractor Email Building For Occupancy Type_ Flood City r Zip Sq. Footage: # Stories Describe DescribeWork:?i/i Lld?ia. A 3- Class Work Sq. Ft ti 41- Construction Type Use Zone C # Stories A � Parking Req /" Last use of Buildin N Date use ceased: N 4 Commercial Buildings Plans OWY-Fire �larshal Apj)roval N D N Checked/Approved for Issuance By: CE:_Special Conditions: s, Taxes HCAD & m Residential driveway tie-in fee: _ Parklan ew Res. Only: Zone # Fee: Permit No. d PN Permit Fee ,2 . 50 Plan Check Fee: 2 COMPLETE " SECTION FOR ELECTRICAL PER],' S:: NOTE: MI10Il14UM CHARGE ON PERMIT(S) IS S21', . Description Charges Quantity Fees PERMIT ISSUE FEE ' - "^ $7.50 $7.50 Outlets, Fixtures, Lights „y-,.• 'r, �..., Switches (I 5 — Flat fee)1 $ 3 i00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each. A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each. Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspedion Fee $35.00 each MOTORS: Up to but not including %, hp $ 1.50 each '/2 hp and less than 10 hp $ 2.50 each 10hp&up to50hp $3.50each 50 hp and up � S 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMrrS NOTE: MWEVIUM CHARGE ON PERMTT(S) IS S20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fi;dures/Drains/I'raps $ 3.75 each Sewer (New, Repair, -or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Dram Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 ozalets, flatfee) $ 7.50. Gas Piping System (over 4 ordlers-each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration — Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each. Each One (Over S) $ 2.25 each Reinspection Fee $35.00 each Total S:Uty Plamdog Shmd04-INSPECn0NS DrVIS10M1aspwficw\131dg %mit Appl.doc �r �© fue.Edd Property Description Inquiry Location ID: 48630 HCAD Number: 027-083-000.0001 Altemate Search Method: Location address: 1400 N HWY 146 CLP 1 Primary related parry: PORT MODAL CENTRE LP z TR A TR 3 _ ABST 5 E BRINSON r IN;BRASKA 9YNBIGTE 4.Y. Be.-.. • • .ate n:Alldtrea`n •• s City of La Porte 604 W Fairmont Pk' La Porte, Tx 7757i (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** Application Number . . . . . 12-00000336 Date 3/02/12 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 50000 ---------------------------------------------------------------------------- Type of Work FIRE ALARM INSTALL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT MODAL CENTRE LP OMNI FIRE &SECURITY SYSTEMS LP 5599 SAN FELIPE ST STE 1440 600 KENDRICK DR #A-1 HOUSTON TX 770562789 HOUSTON TX 77060 (281) 591-6810 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . STORAGE Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE ALARM Additional desc . . FIRE ALARM INSTALLATION Permit pin number . 404004 Permit Fee . . . . 387.50 Plan Check Fee 193.75 Issue Date . . . . 3/02/12 Valuation . . . . 50000 Expiration Date . . 8/29/12 Qty Unit Charge Per Extension BASE FEE 20.00 49.00 7.5000 THOU BLDG - 1,001 - 50,000 367.50 ---------------------------------------------------------------------------- Special Notes and Comments February 29, 2012 4:17:09 PM LAPOVFL. 1. CALL FOR INSPECTIONS. 2. COMPLY WITH FIRE MARSHAL PLAN REVIEW NOTES ATTACHED. 3. ALL PERMIT NOTES FROM BUILDING PERMIT #11-1020 SHALL APPLY TO THIS PERMIT FOR FIRE ALARM. 4. CONSTRUCT IN ACCORDANCE WITH APPROVED PLANS, SPECS, AND PLAN REVIEW COMMENTS APPROVED BY THE CITY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- City of La Porte 604 W Fairmont Pk', La Porte, Tx 77571' (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 12-00000336 Date 3/02/12 Permit Fee Total 387.50 387.50 .00 .00 Plan Check Total 193.75 193.75 .00 .00 Grand Total 581.25 581.25 .00 .00 M ZED AGENT) - ----------- 3-.�2-► D" DATE .� I/ 1 5�vaJj_ -t�j 3 - /— l Z,aa q :,o PERMU APPLICATIO City of LaPorteDEC,. Y e �1892 281-470-5073 FEB 2 81012 Mechanical *Electrical *Plumbing ���� tM *(See back of form) Lot Project Address: l Subdivi2 Sy sion: 1°ck l_�IL Owner's Ni Address:_ Contractor. me: / ro-11i", �CKO0 ez cc" Street I Contractor Email rj City Zip 81.5�11• �$ �PvI t�iC� rift il�.� Ci�a. �7Oc 0 r .ti. zip Buildinguse: orC2/Irerye !p Valuation: N5-0 Occupancy Type a _ 1.— Construction Type_O__ _tJtG Last use for City Use Only Flood Zone ' Use Zone P Q � Commercial Buildings Plans QWX-Fire Marshal Checke&Appproved for Issuance By: CE: Special Conditions ia- Sq. Footage: � ^ , # Stories Describe Work: (Y t' AEI Oi HCAD [_�u o - Residential driveway tie-in fee:_ P.MAnd(New Res. Only: Zone Class Work&i U0 ""- Sq• Ft N A # Stories "`Parking Req !J S Date use ceased: ' Check _,2q- / 2- COMPLETE -IS SECTION FOR ELECTRICAL: PE:_ . _,TS:: ;i 5 i 4"'NOTE` MINIMUM CHARGE ON PERMTI(S) IS $20.00 Description }' Charges Quantity Fees , PERMIT ISSUE FEE ;' $7.50 $7.50 Outlets, Fixtures, Lights & Switches (1 ° 5 - Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 4.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cur -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including %, hp $ 1.50 each /, hp and less than 10 hp $ 2.50 each 10bp&up to50hp $3.50each 50 hp and up $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (aver 4 outlets -each) $ 1.50 each Installation, Alteration or Repair , of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration-Drain or Vent $ 7.50 each Each Vacuum BreakerA3ackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total 15.00 S:1City Planning Shacb4-lNSPFZn0NS DIVISION\tnspa .Bldg Pumi[ Aml.do 3. r- Qon/o;— Vd/� ,,� ape<sj U POHTE FIRE '' MOFFIES LA PORTS OFFICE FIRE MARSHAL'S - -- OFFICE POLICE "PLAN REVIEW" Date 02/29/2012 Business Name Port Modal Centre Address 1400 Hwy 146 north Type of Review Fire Alarm Contractor Omni Fire Reviewed by Clif Meekins, Fire Marshal Approval YES The Applicant shall be responsible to ensure the design specifications and plans are complete and In compliance with the requirements set forth In the 2000 Intomational Fire Code (IFC) and Local Amendments as well as the applicable referenced Standards listed in Chapter 45 of the 2003 IFC. This plan review Is not Intended to be fully Inclusive as other requirements may be Imposed as warranted by the Fire Marshal or as deemed necessary during on -site Inspections by the Fire Marshal's Office. 1) Ensure the system is designed and installed so silencing the Audible devices WILL NOT cancel the Visuals devices through -out the facility. The strobes shall remain active when the system has been silenced and will remain active until the system has been reset. 2) Two independent means are to be provided to transmit a Fire Alarm Signal to the designated communications center (NFPA 72-1999 5-2.4.4). One means shall be a dedicated phone line and the second can be a shared voice line. Phone lines that share data, such as a fax, will not meet this requirement. Cellular phone/signals are permitted. 3) A person licensed through the Texas State Fire Marshal's Office to install Fire Alarm systems shall be onsite during all phases of installation and during the Fire Marshal's inspection. 4) The Fire Marshal's Office must witness a function test of the Fire Alarm system. Contact the Fire Marshal's Office 24hrs in advance to schedule a Fire Alarm system test. 5) Approved (Stamped) copy of the Fire Alarm plans shall be on the job site and available to the Fire Marshal Inspector at any time. during installation. IF THE APPROVED PLANS ARE MFIED, A NEW SUBMITTAL ODI CITY TOT' CI Ty IS REQUIRED, PRIOR ®� f0 THE. CHANGE OCCURRING, 120 Youth 2"d Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 COMMERCIAL ;. PLAN REVIEW COVER SHEET ADDRESS: /y 0 0 OWNER'S NAME: FR oA PROJECT TYPE: /e 1 it c fir L P--s vns. NEW:_ ADDN: HCAD#: O Z7 = m Ir 3 - a a,-, o,-- jc5 \ATE LOC#: FLOOD ZONE: X USE ZONE: Y/N SUB /DATE RETURNED TIRZ ZONE? SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: F216-00 00 RESOL. APPUC ?: FILL DIRT APPL/PE CLEARING PE EDED? FLOOD PE NEEDED?: W/S FE PLICABLE?: MASONRY/GLASS STORM WATER QUALITY PERMIT TAXES UP TO DATE?: DATE OF REVIEW: ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) t%rpplicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued.) (If yes, pemrit cannot be issued.) (If yes, figure fees. If no, use w/s form to explain why they are not.) INSPECTOR: OK w."e- ✓-\ L /N' ( /vv 1 C S f-'✓vl --) X/21//L OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED 0 SACPSh=\NSPECnON DRgS10NUnsPec i0m\CONE. PLAN REVIEW COVER SHEEr.dm Rev. FEB2012 Menager, Dwaynt From: Menager, Dwayne Sent: Tuesday, February 28, 2012 11:38 AM To: Meekins, Clif; Simmons, Steven; Wise, Sandra Cc: Huber, Mark Subject: Plans ready for your review Cliff, We have two sets of plans ready for your review, 1.) 1400 North Hwy 146 Frontier Logistics Fire Alarm Plans 2.) 815 South Broadway St John's Episcopal Church Build out existing second floor. Resprctfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 -1 ; _ ©property;Descrlpuon;InQulry:;:Clty,oCle.porte v,a.r::::: .. ,,.. x.:.z ., ,, ,o.r:. a ..... p—drY +., ��:- °��• Fag Edit C6.!KVM S t11MOAn[rPUSUC SECTOR ^ � Property- Qe scrlption`Inquiry- �-.- Location ID: 48830 - HCAD Number. •027-003-00mooi A@e m ate' S e arc h. M eth o d: Locitlohaddieis:: '1'400'_N'.HWY 148CLP - P.rkn",relatsd:parry: POR7 MOQ9L CENTRE lP' TR 3: ABST.5 8 BRIYSOR 288RASU SYNDICATE. ..: . .� Aildreld' ".y, ....helalellVai1Y--.. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001020 Date 2/10/12 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 7755000 ---------------------------------------------------------------------------- Type of work OFFICE/WAREHOUSE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OAK PARK TRADING LTD CLAY DEVELOPMENT & CONST 1400 N 10TH ST TRLR 100 5599 SAN FELIPE SUITE 1440 LA PORTE TX 775713231 HOUSTON TX 77056 (713) 789-2529 Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SPLIT SYSTEM Permit pin number 402529 Sub Contractor BATES AIR CONTITIONING & SERV Permit Fee . . . . 177.00 Issue Date . . . . 2/10/12 Valuation . . . . 49500 Expiration Date . . 8/08/12 Qty Unit Charge Per Extension BASE FEE 30.00 49.00 3.0000 THOU MECH - $1001 & UP 147.00 ---------------------------------------------------------------------------- Special Notes and Comments June 29, 2011 8:36:06 AM lapovfl. 1. MUST COMPLY WITH ALL CONDITIONS OF SCUP# 11-91000002. 2. NO STACKING OF SHIPPING CONTAINERS ALLOWED. 3. REQUIRES THE CITY PLANNERS APPROVAL THAT CONDITIONS OF THE APPROVED SCUP HAVE BEEN COMPLIED WITH PRIOR TO THE FINAL INSPECTION. 4. MEZZANINE FLOOR AND STRUCTURE ONLY INCLUDED IN THIS PERMIT. S. PER CLAY DEVELOPMENT, ELEVATOR SHAFT, STAIRS AND MEZZANINE WILL BE PERMITTED SEPARATELY AS PART OF A FUTURE City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 11-00001020 Date 2/10/12 ---------------------------------------------------------------------------- Special Notes and Comments EXPANSION. THERE WILL BE NO ACCESS TO THESE AREAS AT THIS TIME. 6. STRUCTURE IS REQUIRED TO BE 100% MASONRY AND GLASS INCLUDING WALLS AND ROOF AREA CHANGED TO ACCOMMODATE FUTURE PACKAGING EQUIPMENT. 7. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 8. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED PLANS, PLAN REVIEW " COMMENTS AND FIRE MARSHAL OFFICE PLAN REVIEW COMMENTS AND INSPECTIONS. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CORRECTIONS NOTED DURING INSPECTIONS BY THE FIRE MARSHAL'S OFFICE AND INSPECTIONS DIVISION WILL BE REQUIRED TO BE CORRECTED BEFORE PROCEEDING. 11. CONTRACTOR IS REQUIRED TO PROVIDE A FINAL CERTIFICATE OF ENERGY CODE COMPLIANCE BY A 3RD PARTY ICC CERTIFIED INSPECTOR BEFORE CALLING FOR A FINAL INSPECTION. 12. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 13.SEPARATE FIRE ALARM AND FIRE SPRINKLER PLANS AND PERMITS REQUIRED. 14. SEPARATE IRRIGATION PLANS AND PERMIT MUST BE OBTAINED PRIOR TO THE INSTALLATION OF THE REQUIRED IRRIGATION SYSTEM. THE IRRIGATIONS SYSTEM MUST BE INSTALLED AND INSPECTED PRIOR TO THE BUILDING FINAL INSPECTION. 15. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 16. REQUIRED SAMPLE WELL DETAIL MUST BE DESIGNED AND INSTALLED AS PER THE ATTACHED CITY OF LA PORTE SAMPLE WELL DETAIL. 17.ANY SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGN. 18. SEPARATE PLANS AND PERMITS REQUIRED City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 11-00001020 Date 2/10/12 ---------------------------------------------------------------------------- Special Notes and Comments FOR PACKAGING EQUIPMENT INSTALLATION. 19. MUST OBTAIN FINAL INSPECTION APPROVAL AND CERTIFICATE OF OCCUPANCY PRIOR TO OCCUPANCY BY TENANT. 20. OBTAIN RODNEY SLATON APPROVAL/SIGNATURE ON STORM WATER PERMIT SIGNIFYING COMPLIANCE WITH STORM WATER PERMIT CRITERIA. ---------------------------------------------------------------------------- Fee summary Charged Paid ---------- ---------- ---------- Credited Due ---------- ----------------- Permit Fee Total 177.00 177.00 .00 .00 Grand Total 177.00 177.00 .00 .00 Sianature of kontractor or -------------------------- a- --- ------ authorized agent at /� Date 02/10/2012 10:52 FAX I� S -u- I PERMIT APPLICATION City of La Porte 281-470-SO73 @ 001/001 Established 1892 Mechan(cal,'_ +electrical *Plumbing '(See beck of form) ProjectAdd�ess: 0 I+(O0 N Hwy Subdivision: Block: Owner's Name: Dit-i6OY!r t..x I,Cov)SIDC Fhone: 7-`57-q q s o Street City City Tip Ema;laddrcss:,� ba�PQC.toM Fax: "!1b-$�0-�-1'�`� CotvactPereon:�vne 1�ammatk Building Use: Valuation: q t� , Sq. Footage: H Stories Describe Work: b Occupancy Type Flood Zone Class Work_ Sq. Ft Coestraetion Type Use Zone_ N Stories Parking Reo Lest use of Building Date use ceased: Buildings Plans Qpiy-Fite Marshal Approval Data for lssuance By Conditions: j Residential driveway tie-in fee: i erlctand(New Res. : Zone N Fee; Permit No. Permit Feee (f % 7,7 l %• Q Plan Check Fee: , , City of La Porte • 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001572 Date 12/12/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description FOUNDATION -SLAB Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 74495 ---------------------------------------------------------------------------- Type of Work SLAB FOR FIRE TANK Owner Contractor ------------------------ ------------------------ PORT MODAL CENTRE LP CLAY DEVELOPMENT & CONST 5599 SAN FELIPE ST STE 1440 5599 SAN FELIPE SUITE 1440 HOUSTON TX 770562789 HOUSTON TX 77056 (713) 789-2529 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . UTILITY & MISCELLANEOUS Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . ... BLDG PERMIT -FOUNDATION Additional desc SLAB FOR FIRE TANK Permit pin number 395020 Permit Fee . . . . 537.50 Plan Check Fee 268.75 Issue Date . . . . 12/12/11 Valuation . . . . 74495 Expiration Date . . 6/09/12 Qty Unit Charge Per Extension BASE FEE 387.50 25.00 6.0000 THOU BLDG - 50,001 - 100,000 150.00 ---------------------------------------------------------------------------- Special Notes and Comments October 14, 2011 4:51:20 PM lapokyc. 1. THIS PERMIT FOR FOUNDATION OF FIRE TANK AND FIRE TANK ONLY. 2. ALL WORK MUST COMPLY WITH THE APPROVED.PLANS & INSPECTIONS. 3. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 4. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS AND CERTIFIED SITE PLAN. 5. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE It City of La Porte It 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 11-00001572 Date 12/12/11 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 6. SEPARATE PERMIT AND PLANS REQUIRED FOR UNDERGROUND FIRE LINE, FIRE SPRINKLER AND FIRE ALARM. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 537.50 537.50 .00 .00 Plan Check Total 268.75 268.75 .00 .00 Grand Total 806.25 806.25 .00 .00 ---�- -- ----------------------------'---------/� - --- --- --- - -X- -/ - I(S\SIG E OF CONTRACTOR OR AUTHORIZED AG T) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED GENT) DATE e _ M PERMIT APPLICATION • City of La PortetO4CT ���� 281-470-5073 ��0�, 13 2011 Mechanical W 'Electrical By.---�*P_lumb Owner's Street City Contractor: •p Zip 8 Z J// Address: eJac)�) �_Eugr ,STE.1`- 4c) 40u6TC*3 :a -n05(0 Street City Zip , G�yyd� VW_ mike Contractor Email address: e: ontact Person: -'- APrin Engineer: ITTyrrn J Building User �; �.IJiI Sq. Footage: LT (O # Stories Valuation: % q 9 s- Describe Work: J A3 FM r1REVW Occupancy Type u Construction Type_ For City Use Only Flood Zone_,!(_ Class Sq. Ft. 7L ►!• Use Zone PP u Dlb # Stories h l•1 Parking Req /`I A Last use of Building A A Date use ceased: /�l A See . �1fv Qv�pp4ta�. '. FM1a v+ C.M�y Ars'ne." �Mn)tr Commercia Idmgs Plans Only -Fire Marshal Approval :b evi r_%cv M -)ate I* = IH—) 1 Checked/Approved for Issuance By: AM Date CE:tsfo _Special Conditions: /3JJ Ap-A J..1 4G-41re. ( THCAri Q 2 9 . as Permit No. .1 1 " 15 - 2 Permit Check r L + 1?Ilr 11; i f I • -1 e - - ...,. i.. COMMIYCI.I DFFIDN.FUII.... DEVELOPERS/DESIGN-BUILDERS OF INDUSTRIAL BUILD -TO -SUIT FACILITIES r Mike Terechenok, P.E. 5599 Son Felipe , 713.789.2529 Suite 1440 Fax 713.782.3755 ti Houston, TX 77056 mterechenok®claydevelopment.com i www.claydevelopment.com ,PERMIT NOTES; 1400 N. HWY 146 1. THIS PERMIT FOR FOUNATION OF FIRE TANK AND FIRE TANK ONLY. 2. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 3. CALL FOR INSPECTINS BEFORE ANY WORK IS COVERED. 4. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN. S. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. i 6. SEPARATE PERMIT & PLANS REQUIRED FOR UNDERGROUND FIRE LINE, FIRE SPRINKLER' ' AND FIRE ALARM. CITY Y COPY IFIFTHED PLANS ARE MODIFIED, ANEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCC i l COMMERCIAL PLAN REVIEW NOTES u 1. Minimum six-inch (6") stud walls shall be required where drain, waste, & vent (DWV- horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (additions of square footage) for both residential and non-residential construction where DWV plumbing is installed. 2. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. 4. If a fence is proposed, verify with City regarding maximum height limitations. 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 6 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease spacelbuilding. 8. Separate permit required for all signage. 9. Sanitation facilities required on -site prior to first inspection and must remain available until completion of sanitation facilities within the lease space and/or building. 10. Silt fencing required for duration of project. 11. See notes (red lined) on contractor copy of construction drawings. 12. Fill dirt permits are required prior to placement of fill dirt. 13. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. 14. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. 15. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made 16. Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) 17. Effective March 10, 2007, all electrical devices (including but not limited to outlets and switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. 18. Building operations shall be limited to 7:00am-9:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. 19. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. 20. Contractor/owner shall be responsible for ensuring all construction materials/debris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. 21. Owner/developer of commercial driveways in concrete shall be constructed 12" from the adjacent asphalt street. The contractor shall clean the area between the driveway and the street to a depth of at least 6". It is the responsibility of the owner/developer/contractor to install the asphalt transition. C T/ � 1 S1CPSh=UNSPECTION DIVISIONUnspecdons\COMMERCIAL PLAN REVIEW NOTESAoc 52011 COPY Y IV. APPLICABLE CODES Adopted October 25, 2010; Effective January 01, 2011: 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) A 2009 UNIFORM MECHANICAL CODE (UMC) 2009 UNIFORM PLUMBING CODE (UPC)" **At the August 22, 2011 meeting, LaPorte City Council approved Ordinance #3373. This ordinance amends the 2009 Uniform Plumbing Code by deleting Table 4-1 "Minimum Plumbing Facilities" in its entirety. The deleted table is being replaced with Chapter 29 of the International Building Code which is already a part of the City's adopted building code. No other changes were made. The implementation of Chapter 29 will be effective October 01, 2011. For your convenience, a copy of the adoption ordinance is located on the city's website at: wv,c+ laportet eov/citvdenartments/DlanninJ inspections divisions/forms/information forms/plumbing code amendment ord 2009 Ed. Adopted March 24, 2008; Effective April 8, 2008: 2008 NATIONAL ELECTRICAL CODE (N`EC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE SACPSh=\1N1SPBCTI0N DiV1S10NUnspeetions\Rmid=tia1 Construction PecketlAPPLICABLE CODES.doc Rv. 09-2011 Menager, Dwayne From: Mike Terechenok[MTerechenok@claydevelopment.com] Sent: Friday, October 14, 2011 11:04 AM To: Menager, Dwayne Cc: Huber, Mark Subject: RE: 1400 N. Hwy 146 Fire Tank Attachments: Port Modal - Fire Tank. pdf Importance: High Dwayne, I've been awaiting pricing from my project manager. Attached is a 5 page PDF (l 1x17) of the shop drawings for the fire tank. The tank price is $67,994.75 and the foundation will be $6,500.00. Please call me at 832.928.5232 with any questions or comments. Thank you for the follow up. / J) ICU Mike Terechenok, P.E. Clay Development & Construction, Inc. 5599 San Felipe Suite 1440 Houston, TX 77056 T: 713.789.2529 (x-104) C: 832.928.5232 F: 713.782.3755 From: Menager, Dwayne LmaiIto: Mena eg rD(a)laaortetx.sovl Sent: Friday, October 14, 2011 10:55 AM To: Mike Terechenok CITY copy Cc: Huber, Mark Subject: 1400 N. Hwy 146 Fire Tank Mike, Just wanted to follow up on the Fire Tank details and the valuation of the fire tank as per our conversation yesterday so we can process the permit. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 CITY COPY vGm�mG .Goa..ns.e�naG Fwnrwrvia .s..�m.a� IF THE APPRu':' ARE MODIFIED, A NEW SUBMITT4 TO THE CITY IS REQUIRED PRIOR TO TNF r,NaNrE OCCURRING oxv, ALLRANGES TO BE MEW LOCATED DED: ANGLE TO BE L 5 VI r 2 l/r x 114' LLV GRTS BO ANGLE TO BE L 2 Vd F 2 IZ F❑OGR28 ROOF RAFTERS TO BE C A A 4S5 GR50 RODF SHEETS TO BE 12 GA. GRIT FLOOR SHEETS TO BE 12 GA GROD CAMCRY • 90A59 GALLONS III w�_ ;'ll�t� 'llllllm--'I! I.il®mm FI FVATION APPURTENANCES ROTATED FOR CLARRY ONLY SEE PLAN NEW FOR COFMCT ORIENTATION APPROVAL DRAWINGS O APPROVED O APPROVED AS NOTED 0 NOT APPROVED, REVISE AND RESUBWT PLFlSEW AND RETURN TO ALL STATE TANK WUAIFACTURINGA.W .,�..� 1=CIR APPROVAL O !?PROVED PS SU6+AIiT=D . I�FSFHOVEO AS NOTED ' O ,.. ,0'aDlft[ALA,R 01_..C::=-�vIIt I Nll S1flIl TflNH ,�A m MANUFACTURING. LLU 511 MUSTRIAL PARK ROAD A GROVE, OK T.ON ELEVATION e-lN BOLTED STEEL STORAGE TANK _� S.Oi B PLAN VIEW CITY COPY ('A °"" IF THE APPROVED PLAN ARE MODIFIED, A NEW SUBMIT TO THE CITY IS REQUIRED PRIG \, A. TO THE PP6Nr_F nrFl IRRING PLEASE VERIFY ORIENTATION AND SIZE OF ACCESSORIES APPROVAL DRAWINGS O APPROVED ❑ APPROVED AS NOTED ❑ NOT APPROVED. REVISE AND RESUBMIT PLEASE MARK AND RETURN TO ALL STATE TANK MANUFACNRINGLLC ON A 2V.2 W O B.C. SEE OETAIL PAGE Sd-0BN 8fF r�r Arl���„3 �m`a O t??V, VGO w�aTc`T Lo c:- q kAten FLOOR LAYOUT f ail S1fl�E IflN� ; M_ m a MAN U FACTURINO. LLC 511 JN TRIAL PARK ROAD A GROVE OK 74] PAN NEW BOLTED STEEL STORAGE TANK S OiLla1 .r.rwe.ae.w,. .... n,.ce wrlNeeom x.raua�arxan romeen..rc •uoruax Cl`°if FLAT LAYOUT COPY PLEASE VERIFY ORIENTATION AND SIZE OF ACCESSORIES NOTES: ALL DIMENSIONS FROM BOTTOM OF FLOOR IF THE APPROVEu rLAN3 ARE MODIFIED, A NEW SUBMITTAL TO THE CIP "H 1II APPROVAL DRAWINGS o ArPRadEo D APPROVED AS NOTED ❑ NOT APPROVED. REVISE AND RESUBMrt PLEASE MARK AND RETURN TO ALL STATE TANK MANUFAOTURWG.LLC FOR AFPROVi L O 1.'PFOVEO AS SU3AI: TED "i oD fill SIfl1E IflNK ti MANUFACTURING. LLC l R 5111NDUSTRNILPARKROADA GROVE.OKTANK 19191 7 97.] xww.MNWaMliwm FLAT LAY -OUT BOLTED STEEL STORAGE TANK PLEASE VERIFY ORIENTATION AND SIZE OF ACCESSORIES APPROVAL DRAWINGS ❑ APPROVED Cl APPROVED AS NOTED ❑ NOT APPROVED. REVISE AND WSUBMR PLEASE MARK AND RETURN TO ALL STATE TANK MANUFACTURING.LLC ANCHOR BOLT LAY -OUT (16) BN' ANCHOR BOLTS ECUALLY SPACED ON A 2V-21 B.C. BOLT GRADE IS A 361 A ]OT NSIDE OF TANK Lrxrx Bi' TOP 0.B ]1 SOM&LL SFEET 1(Y BOLTS POLY CAP FN NEM lN'0 MI.7KIR BOLT AND CFINR II BASE ANQE� I'. I trz•NUT FWNDATgN� 1? FIBER JOINT FILLER BD• BOTTOM OF TANK WITH ANCHOR DETAIL NOTE. IM FIBER JOINT FILLER TO COMPRESS LEAVNG IN' BETNEEN TOP OF CONCRETE AND BORON OF BASE ANGLE MANUFACTURING. LLC " 5111NDUSTRIALPARKROAOA GROVE.OK7N 4 MIST TB7"2600 w .AsUteUnK.com iysrar�sire tw[�ivccm�iw arimMNuc. m 't ANCHOR BOLT LAY-0Ul 1I-0B B�V BOLTED STEEL STORAGE TANK S01-0BAA 1!! POLYClD GRADE a Ba' SB)EWAl SHEET 1? HEX NUT - JSSOD AND FLAT WA R CITY COPY I POLYOAP GRADE ! BOLT. J5500 IF THE APPROVED PLANS INSIDE OF TANK ARE MODIFIED. A NEW SUBMITTAL BNEET� TO THE CITY IS REQUIRED P TO THE C%F. ;(F nrCl!kwnRRING lSEALANT a9EAUNRTMCK fSOEWAL SHEET INSIDE OF TANK IT FLAT WASHER V NEX NUT-J5500 .Issoo AFTER NUTS ARE TNM. SEAANT FR1ET ISAPPLIEDATAPP XAS• WSIDE AND OUTSIDE SHEET �SUEWALL SEAANT ORNG FORMS WHEN NI ARE TIGHTENED SEALANT SHOULD APPEAR N THREADS AFTER TK NTENING ASSEMBLED VIEW A� r;y0`l,. EXPLODED VIEW c«milim MANUFACTURING. LLC 511 fALATRNL PAW( ROAD A GROVE, OK 7A M1117e7.2 .lwbuNLcvn BOLTED STEEL STORAGE TANK Manager, Dwayne From: Meekins, Clif Sent: Friday, October 14, 2011 8:18 AM To: Menager, Dwayne Subject: Re: 1400 N. Hwy 146 Project I do not. Clif Meekins Fire Marshal, City of La Porte 120 South 2nd Street LaPorte, Texas 7757'' Office: 281-867-4603 Fax: 281-867-4629 This e-mail and any documents transmitted are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender immediately. This message may contain Law Enforcement sensitive and/or confidential information. If you are not the named addressee you should not disseminate, distribute or copy this e-mail and you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. On Oct 14, 2011, at 7:59 AM, "Menager, Dwayne" <Mena¢erDalaportetx.gov> wrote: Cliff, Clay Development has submitted plans for the proposed fire tank foundation that was shown on the certified site plan for 1400 N. Hwy 146. Do you want to Zook at these for any reason? Thanks, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 TO: REVEIOPMENT 8 CON StRUCtION INC. � P � TRANSMITTAL LETTER City of U Porte 604 W. Fairmont Parkway La Porte, TX 77571 ✓ ATTACHED ✓ PRINTS ❑ REPRODUCIBLE ATE 10/13/2011 1TTN: Mark Huber JOB NAMr : Port Modal s: Building Permmt — Fire Tank ❑ UNDER SEPARATE COVER ❑ SPECIFICATIONS ✓ SHOP DRAWING 0 COPY OF LETTER ❑ CHANGE ORDER I UANTITY DESCRIPTION 1 Building Permit application 2 Site, Grading and Fire Tank Structural Foundation Plans & Details ITEMS TRANSMITTED AS CHECKED BELOW: ✓ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ FOR REVIEW & COMMENT ❑ RETURNED FOR CORRECTIONS ❑ AS REQUESTED SENT VIA: ✓ MESSENGER ❑ FEDERAL EXPRESS ❑ FAX ❑ MAIL Please call me at 832.928.5232 if there is any other information you require. Sincerely f MT 5599 San Felipe, Suite 1440 • Houston, Texas 77056 • Tel. 713/789-2529 9 Fax 713/782-3755 Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related party: aC.-�M1YNOr<HM.�i 48630 027-083-000-0001 1400 N HWY 146 CLP PORT MODAL CENTRE LP Pile Edit Wt Command, Help rMMM . NCAD Number: 027-083-000.0001 �_- OK.� __ -- Caned _ 1900 N' TE tI'1'Fi 9T VE CLP 9282 ' ' 1900 N HmY 146 3? 1306 N TENTH ST CLP CLP 98630 99918 I 1308 N TENTH ST CLP 39002 I 1400 N TENTH 9T UB 1/2 CLP 4fiB90 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001546 Date 10/19/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 66065 ---------------------------------------------------------------------------- Type of Work UNDERGROUND FIRE LINE ONLY ---------------------------------------------------------�------------------- Owner Contractor ------------------------ ------------------------ PORT MODAL CENTRE LP CUSTOM FIRE PROTECTION OF TX '5599 SAN FELIPE ST STE 1440 5023 ADDICKS SATSUMA HOUSTON TX 770562789 SUITE H HOUSTON TX 77084 (281) 858-6200 -------------- ------ Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . STORAGE Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SUPPRESSION Additional desc . . UNDERGROUND FIRE LINE ONLY Permit pin number . 395285 Permit Fee . . . . 489.50 Plan Check Fee 244.75 Issue Date . . . . 10/19/11 Valuation . . . . 66065 Expiration Date . . 4/16/12 Qty Unit Charge Per Extension BASE FEE 387.50 17.00 6.0000 THOU BLDG - 50,001 - 100,000 102.00 -----------------------------------------------------------`---------------- Special Notes and Comments October 19, 2011 8:31:46 AM lapokyc. 1. CALL FOR INSPECTIONS (281)470-5130 2. COMPLY WITH ALL FIRE MARSHAL PLAN REVIEW NOTES ATTACHED ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------ --- ---------- Permit Fee Total 489.50 489.50 .00 .00 Plan Check Total 244.75 244.75 .00 .00 Grand T to 734.25 734.25 .00 .00 --------- -- - - - ------------------_--- --- r------------------ GNA OF CONTRACTOR OR AUTHORI AGENT) DATE (APPROVED BY BUILDING OFFICIAL D AGENTT (DATE K0, LjM Jar— -T PERWYAPPIICATION City of La Porte 281-470-5073 Building ✓ Mechanical... *El( d� rr- back . 5rr Established 1892 �OCT I m 2M rf form) Bytom QJD inl in -M 2-4 2'i Tf S (13.53 �c iMit `Z8'; A64 5 arn.cn WXJF • _�� Cora Ctor Email Engineer. T>Jbr4-tO TRCC registration # on.allnew Single Family /Dwellings or models over 510,WO-TRCC # Buildiii Use:.. r �anreK9t ASP e:. q., JS�C ,.'# Stona-L—. g Sq- =� - -� . -- Occupancy Construction Type 4gr—a Last Use Zone Commercial Buildings Plans Onnt -Fire Marshal Checked/Approved for Issuance Class Work C Sq. R.MS00 0 # Stones I Paildng " 1i. Date use ceased: • i.. Permit. �L w , .. •-Plan Check S } LWP WEIR. ! T T TF 'eYhaSFiAtSf , F� O K i i1 OEFICE;`Y .R dd..�_ FIRE MA RSHAV S 1 OFFICE PLAN REVIEW" Date 10/18/2011 Business Name Port Modal Centre Address 1400 Hwy 146 north Type of Review Under -Ground Fire Protection Contractor Custom Fire protection Reviewed by Clif Meekins, Fire Marshal Approval YES The gopacso, affair be responsta, to anaun rdn design speeffkations andph na an eomphta and in eompaariea with Me requirements ser forth In Me 2003 dntam dWW Fn Cade to:n as wea ss the appacsh a referenced Standards Mded in Chaptraa of the 2003 hlC_ This plan review Is nor intended to he hilly indusM as othr requiremanta maybe Imposed as warranted by the Fn Nanhal was deamidnesas varyduring on - she Inspseaons by Me Fire Wrshat's office 1) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufachire's product data shots on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site bistaller shall have a current State license, on his person, while on the job site. 2) The fire sprinkler piping shall not be covered up prim to the Fire Marshal's Office visual inspcclions of the piping. If the' piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTIONS! 3) lnspeetiao Requirements: A minimum of three (31 inspections shall be required for underground piping saving sprinkler systems and/or private hydrants: 1) Pre -pour inspection; 2) Hydrostatic testing 3) Flush inspection. ­4 a. Pre -pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipes shall be --I O O m in place and exposed for visual inspection. Pipe shall be laid on a miniim= six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. ., n nI =1 d to revent all joints b Testing:in Pipe shall 2000 0 overpmaximumlrstattict rrri a< f*1 D pssii beace. hall remain exposcd. Thy system hydroostaticallly tested at psi orl pressure, whichever is greater) for a duration of at least two hours prim to the arrival of the inspector and shall be holding pressure C_;) when inspector arrives. The flush and hydro inspections may be scheduled concurrently. m � a = M Z O) C. Flush inspection: All portions of the underground system shall be flushed to remove debris prior to connection to by the inspector C7 m n't overhead piping. Flow shall be through a minimum of a four -inch hose or pipe, unless otherwise approved CDC � r7 prior'to scheduling the Bush Hose or pipe shall be restrained to prevent injury and damage. The flush and hydro nm to -'O ct�CO inspections may be scheduled concurrently. N4) Upon flush inspection or prior to feral sprinkler or site inspection, all detector check assemblies, control valves, and fire department connections (FDC) shall he clearly labeled with the address served by the device. Address signs shall be serely attached to the ve lane. FDC four hydrant outlets O ndevice and be of a durable, fade -resistant material which is visible and legible from the in and -inch shall be unobstructed and oriented toward the in lane. Valves shall be locked in the open position with breakaway locks. All valves y— and private hydrants shall be painted OSHA safety red. Hydrant and FDC caps shall be in place. 5) Contact the Fire Marshal's Office 24lus in advance (prior to cover-up) to schedule a Fire system inspection. 6) A person licensed through the Texas State Fire Marshal's Office to install Fire Sprinkler systems (RME-G and/or RMp- U) shall be onsite during all phases of installation and during the Fire Marshal's inspection. CITY120 South 2"d Street, La Porte, TX 77571 COPY ®PX Office: 281-867-4603 w/ Y Fax:281-867-4629 CONEWERCIAL PLAN REVIEW COVER SHEET ADDRESS: F IZU 0= 6 OWNER'S NA1V1E: G PROJECT TYPE: M ea W: "✓ ADDN: HCAD#: Da 2 083 o00 I HTELOC#: FLOOD ZONE: V �7 , to, L Z__ — YY I _ (Applicable I Demo, ' 1 I I or Remodel) (Applicable •Comm.I _(If yes, permit 11• be "I (If yes, permit • be "• NI Y • • 1 _ 1 1 r•\ "\•yes,I • •Afom explain1 1 DATE OF REVIEW: /D—d'—I/ INSPECTOR: %!7� ITEMS NEEDED FOR ISSUANCE OF PERMIT: ��} CURRENT INSURANCE CERT. (if applicable) OK 4""V-t j /o//Y/a jai c .M OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED SACPSSh=\INSPECTION DIVISIONVnspxdonACOML PLAN REVIEW COVER S=.dm Rev. JUL2011 Huber, Mark From: Huber, Mark Sent: Tuesday, October 11, 2011 5:18 PM To: Meekins, Clif Cc: Wise, Sandra; Huber, Mark; Menager, Dwayne Subject: 1400 State Hwy. 146 N. Plans have been dropped off for an underground fire line. I will leave them in the usual place for your pick up. MH • Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 h u berm a, laportetx. gov 1 Fire Prolec 40 of Texas, Inc. nes4M BW&Spedallsts 5023 AdTxks Setmmte. Suite H Houston, Texro 77084 (281) 858-6200 • FAX (281) 858-6207 LETTER OF TRANSMITTAL DATE: 10-10-11 TO: City of La Porte 604 West Fairmont Pkwy La Porte, TX 77571 FROM: Trey Bentley ATTENTION: Plan Review Department PROJECT: Frontier Logistics PROJECT #: La Porte, TX 77571 LICENSE #: TRANSMITTED VIA 11142 SCR 0815 US Mail Courier UPS FedEa Delivered Quantity Description of Items Enclosed 3 Drawings 1 H tlraulic Calculations 1 Permit Application Message: FAh �F'��� cc, o Z011 . 8r' ©IPrupertiOU riptbn'IMWryi�Clt :oOU,Porto w=AQ5055`-' Eell CommaHf Help .Elie BUNIAMPUSIX "°" Property Description Inquiry LocationlD: 48630 HCAD Number. 027-083-000-0001 Alternate search Method: Location address: 1400 N HWY 146 CIP Primary related party: PORT MODAL CENTRE LP TR 28 BLR 28 t TTt 3 ABST 5 E BRINSON (13.5355 AC) YEBiUSRA SYNDICATE —<FCarc;l - :+.� :IaHaed parry_- City of La Porte 604 W Fairmont Pkwy' La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------- Application Number . . . 11-00001020 Date 10/03/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT ---------------------------------------------------------------------------- Type of Work OFFICE/WAREHOUSE ---------------------------------------------------------------------------- Owner ------------------------ OAK PARK TRADING LTD 1400 N 10TH ST TRLR'100 LA PORTE TX 775713231 Contractor ------------------------ CLAY DEVELOPMENT & CONST 5599 SAN FELIPE SUITE 1440 HOUSTON TX 77056 (713) 789-2529 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . WATER LINE TO F.P. HOLD TANK Permit pin number 394189 Sub Contractor REGENCY PLUMBING INC Permit Fee . . . . 26.25 Issue Date 10/03/11 Valuation . . . . 0 Expiration Date 3/31/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 7.5000 EA PL - WATER PIPE/TREATING EQUIP 7.50 1.00 3.7500 EA PL-VACCUM BREAK/BACKFLO.W <6 3.75 ---------------------------------------------------------------------------- Special Notes and Comments June 29, 2011 8:36:06 AM lapovfl. 1. MUST COMPLY WITH ALL CONDITIONS OF SCUP# 11-91000002. 2. NO STACKING OF SHIPPING CONTAINERS ALLOWED. 3. REQUIRES THE CITY PLANNERS APPROVAL THAT CONDITIONS OF THE APPROVED SCUP HAVE BEEN COMPLIED WITH PRIOR TO THE FINAL INSPECTION. 4. MEZZANINE FLOOR AND STRUCTURE ONLY INCLUDED IN THIS PERMIT. 5. PER CLAY DEVELOPMENT, ELEVATOR SHAFT, STAIRS AND MEZZANINE WILL BE PERMITTED SEPARATELY AS PART OF A FUTURE EXPANSION. THERE WILL BE NO ACCESS TO THESE AREAS AT THIS TIME. 6. STRUCTURE IS REQUIRED TO BE 100% MASONRY AND GLASS INCLUDING WALLS AND ROOF AREA CHANGED TO ACCOMMODATE FUTURE PACKAGING EQUIPMENT. City of La Porte 604 W Fairmont Pkwy, La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 11-00001020 Date 10/03/11 ---------------------------------------------------------------------------- Special Notes and Comments 7. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 8. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED PLANS, PLAN REVIEW COMMENTS AND FIRE MARSHAL OFFICE PLAN REVIEW COMMENTS AND INSPECTIONS. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CORRECTIONS NOTED DURING INSPECTIONS BY THE FIRE MARSHAL'S OFFICE AND INSPECTIONS DIVISION WILL BE REQUIRED TO BE CORRECTED BEFORE PROCEEDING. 11. CONTRACTOR IS REQUIRED TO PROVIDE A FINAL CERTIFICATE OF ENERGY CODE COMPLIANCE BY A 3RD PARTY ICC CERTIFIED INSPECTOR BEFORE CALLING FOR A FINAL INSPECTION. 12. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 13.SEPARATE FIRE ALARM AND,FIRE SPRINKLER PLANS AND PERMITS REQUIRED. 14. SEPARATE IRRIGATION PLANS AND PERMIT MUST BE OBTAINED PRIOR TO THE INSTALLATION OF THE REQUIRED IRRIGATION SYSTEM. THE IRRIGATIONS SYSTEM MUST BE INSTALLED AND INSPECTED PRIOR TO THE BUILDING FINAL INSPECTION. 15. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 16. REQUIRED SAMPLE WELL DETAIL MUST BE DESIGNED AND INSTALLED AS PER THE ATTACHED CITY OF LA PORTE SAMPLE WELL DETAIL. 17.ANY SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGN. 18. SEPARATE PLANS AND PERMITS REQUIRED FOR PACKAGING EQUIPMENT INSTALLATION. 19. MUST OBTAIN FINAL INSPECTION APPROVAL AND CERTIFICATE OF OCCUPANCY City of La Porte 604 W Fairmont Pkwy. La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 11-00001020 Date 10/03/11 ---------------------------------------------------------------------------- Special Notes and Comments PRIOR TO OCCUPANCY BY TENANT. 20. OBTAIN RODNEY SLATON APPROVAL/SIGNATURE ON STORM WATER PERMIT SIGNIFYING COMPLIANCE WITH STORM WATER PERMIT CRITERIA. ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid ---------- Credited Due -------------------- ----------------- Permit Fee Total 26.25 26.25 .00 .00 Grand Total 26.25 26.25 .00 .00 ------------------------- Signature of conttr&ctor or authorized agent Date Building Official or auth sized agent Date PERMIT APPLICATION City Of La Porte Established 1892 281-470-5073 Building Mechanical *Electrical *Plumbing X '(See back of form) Project Address: 1400 N Hwy 146 Owner's Name: Oak Park Trading Company Phone: 1400 N. 10th St trlr 100 La Porte Tx. 77571 Street City Zip Contractor: Regency Plumbing Phone: 281 561 7000 10408 Mula Rd. Street Stafford Tx. 77477 City Zip Contractor Email address: ryork®regencypiumbing.com Fax: 281-561=7037 Contact Person: Richard York Engineer: Building Occupancy Type Construction Type Mark Li Flood Zone Use Zone For City Use Only Sq. Footage: # Stories Describe Work: e jatA 1,�4 tJ F. P Xaldu� *L4L.L' .'? -.1?d/J Class # Stories Parking Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance CE: Special Taxes HCAD Residential driveway tie-in fee: Parkland(New Res. 2ftl_y): Zone # Fee: Permit No. �l 16, o Permit Fee "2 a 5 Plan Check Fee: Sq. Ft. COMPLF� THIS SECTION FOR ELECTRICAL T--MITS:: NOTE INIMUM CHARGE ON PERMIT(S) I. ).00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 Outlets, Fixtures, Lights & Switches (1 ° 5 - Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including''/, hp $ 1.50 each %: hp and less than 10 hp $ 2.50 each 10hp&up to50hp $3.50each 50 hp and up $ 4.50 each Total Fee ' 7.5 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each 1 7.50 Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each 1 3.75 Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total SACity Planning Shac\04-INSPECTIONS DI V ISION\1rmp=ipiS\Bldg Parton ApplAm - - _ City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001020 Date 7/27/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT ---------------------------------------------------------------------------- Type of Work OFFICE/WAREHOUSE ---------------------------------------------------------------------------- Owner Contractor ------------------------ OAK PARK TRADING LTD ------------------------ CLAY DEVELOPMENT 6 CONST 1400 N 10TH ST TRLR 100 5599 SAN FELIPE SUITE 1440 LA PORTE TX 775713231 HOUSTON TX 77056 (713) 789-2529 ------------------------------ Permit . . . . . . 7--------------------------------------------- PLUMBING PERMIT Additional desc . . NEW PLUMBING FOR COML. BLDG Permit pin number 390146 Sub Contractor REGENCY PLUMBING INC Permit Fee . . . . 127.50 Issue Date . . . . 7/27/11 Valuation . . . . 0 Expiration Date . . 1/23/12 Qty Unit Charge Per Extension BASE FEE 15.00 24.00 3.7500 EA PL - FIXTURES/DRAINS/TRAPS 90.00 1.00 7.5000 EA PL - SEWER-NEW,REPAIR,REPLACE 7.50 2.00 3.7500 EA PL - WATER HEATER 7.50 1.00 7.5000 EA PL - WATER PIPE/TREATING EQUIP 7.50 ---------------------------------------------------------------------------- Special Notes and Comments June 29, 2011 8:36:06 AM lapovfl. 1. MUST COMPLY WITH ALL CONDITIONS OF SCUP# 11-91000002. 2. NO STACKING OF SHIPPING CONTAINERS ALLOWED. 3. REQUIRES THE CITY PLANNERS APPROVAL THAT CONDITIONS OF THE APPROVED SCUP HAVE BEEN COMPLIED WITH PRIOR TO THE FINAL INSPECTION. 4. MEZZANINE FLOOR AND STRUCTURE ONLY INCLUDED IN THIS PERMIT. 5. PER CLAY DEVELOPMENT, ELEVATOR SHAFT, STAIRS AND MEZZANINE WILL BE PERMITTED SEPARATELY AS PART OF A FUTURE EXPANSION. THERE WILL BE NO ACCESS TO THESE AREAS AT THIS TIME. 6. STRUCTURE IS REQUIRED TO BE 100% MASONRY AND GLASS INCLUDING WALLS AND City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)970-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 11-00001020 Date 7/27/11 ---------------------------------------------------------------------------- Special Notes and Comments ROOF AREA CHANGED TO ACCOMMODATE FUTURE PACKAGING EQUIPMENT. 7. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 8. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED PLANS, PLAN REVIEW COMMENTS AND FIRE MARSHAL OFFICE PLAN REVIEW COMMENTS AND INSPECTIONS. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CORRECTIONS NOTED DURING INSPECTIONS BY THE FIRE MARSHAL'S OFFICE AND INSPECTIONS DIVISION WILL BE REQUIRED TO BE CORRECTED BEFORE PROCEEDING. 11. CONTRACTOR IS REQUIRED TO PROVIDE A FINAL CERTIFICATE OF ENERGY CODE COMPLIANCE BY A 3RD PARTY ICC CERTIFIED INSPECTOR BEFORE CALLING FOR A FINAL INSPECTION. 12. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 13.SEPARATE FIRE ALARM AND FIRE SPRINKLER PLANS AND PERMITS REQUIRED. 14. SEPARATE IRRIGATION PLANS AND PERMIT MUST BE OBTAINED PRIOR TO THE INSTALLATION OF THE REQUIRED IRRIGATION SYSTEM. THE IRRIGATIONS SYSTEM MUST BE INSTALLED AND INSPECTED PRIOR TO THE BUILDING FINAL INSPECTION. 15. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 16. REQUIRED SAMPLE WELL DETAIL MUST BE DESIGNED AND INSTALLED AS PER THE ATTACHED CITY OF LA PORTE SAMPLE WELL DETAIL. 17.ANY SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGN. 18. SEPARATE PLANS AND PERMITS REQUIRED FOR PACKAGING EQUIPMENT INSTALLATION. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 11-00001020 Date 7/27/11 ---------------------------------------------------------------------------- Special Notes and Comments 19. MUST OBTAIN FINAL INSPECTION APPROVAL AND CERTIFICATE OF OCCUPANCY PRIOR TO OCCUPANCY BY TENANT. 20. OBTAIN RODNEY SLATON APPROVAL/SIGNATURE ON STORM WATER PERMIT SIGNIFYING COMPLIANCE WITH STORM WATER PERMIT CRITERIA. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 127.50 127.50 .00 .00 Grand Total 127.50 127.50 .00 .00 ---- -- ---------------- -----------tf--- S gna ure of contract r or authorized p gent ,q Date Approved by Building Official or authoriz�t Date �V NT PERMIT APPLICATION City of La Porte Established 1892 281-470-5073 Building Mechanical 'Electrical *Plumbing x *(See back of form) Project Address: 1400 N Hwy 146 Owner's Name: Oak Park Trading LTD Address: 1400 N 10TH ST TRLR 100PnPTE tX 7 7 irb� Street Contractor: REGENCY PLUMBING CONTRATORS, L.P. PO BOX 16009 SUGAR LAND TX 281-561-7000 77496 Street City Zip ryork®regencyplumbing.com 281-561-7037 Richard Contractor Email address: Fax: Contact Person: Building Use: Sq. Footage: # Stories Valuation: Describe Workc�I_r bi �Q1� C pvwx .... o.ncnmc •nc nAm.W cn.I 0+ APPLICANTS PRINTED p!i( /'!< A � C ) oC SA6{ For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req_ Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By: Date CE: Special Conditions: Taxes HCAD Residential driveway tie-in fee: / \ Parkland(New Res. Only): Zone # Fee: Permit No. �l ��b " Permit Fee /07 7• Sc3 — Plan Check Fee: COMPI ' THIS SECTION FOR ELECTRICAL MITS:: Description NOTE: MINIMUM CHARGE ON PERMITS) IS 120.00 Charges Quantity Fees PERMIT ISSUE FEE $7.50 7.50 Outlets, Fixtures, Lights & Switches (1 ° 5 - Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including''/3 hp $ 1.50 each %, hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drainsfrmps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, Jlatfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ L50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum Breaker/Backflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each 1 $15.00 OK 2'`I'* 1 Total SACiry Planning Sh=\04-INSPEC11ONS DIVISIONWaspwi=\Sldg Pmnil ApplAm r City of La Porte - 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** -------------------------------------------------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number: Alternate Search Method: Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . ------------------------------------ Type of Work OFFICE/WAREHOUSE ------------------------------------ Owner 11-00001020 1400 N HWY 146 027-083-000-0001 NEW, COMMERCIAL NEBRASKA SYNDICATE REAL COMMERCIAL PLANNED UNIT DEVELOPMENT OAK PARK TRADING LTD 1400 N 10TH ST TRLR 100 LA PORTE TX 775713231 Contractor CLAY DEVELOPMENT 5599 SAN FELIPE HOUSTON (713) 789-2529 -------------------- Date 7/14/11 & CONST SUITE 1440 TX 77056 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW ELEC COMMERCIAL Permit pin number 389312 Sub Contractor ADVANTAGE ELECTRIC CO Permit Fee . . . . 517.50 Issue Date . . . . 7/14/11 Valuation . . . . 0 Expiration Date . . 1/10/12 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 685.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 411.00 2.00 3.7500 EA EL - WATER HEATER 7.50 1.00 15.0000 EA EL - METER LOOP & SERVICE/TCI 15.00 49.00 1.5000 EA EL -MOTORS UP TO NOT INC. 1/2H 73.50 ---------------------------------------------------------------------------- Special Notes and Comments June 29, 2011 8:36:06 AM lapovfl. 1. MUST COMPLY WITH ALL CONDITIONS OF SCUP# 11-91000002. 2. NO STACKING OF SHIPPING CONTAINERS ALLOWED. 3. REQUIRES THE CITY PLANNERS APPROVAL THAT CONDITIONS OF THE APPROVED SCUP HAVE BEEN COMPLIED WITH PRIOR TO THE FINAL INSPECTION. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number 11-00001020 Date 7/14/11 ---------------------------------------------------------------------------- Special Notes and Comments 4. MEZZANINE FLOOR AND STRUCTURE ONLY INCLUDED IN THIS PERMIT. 5. PER CLAY DEVELOPMENT, ELEVATOR SHAFT, STAIRS AND MEZZANINE WILL BE PERMITTED SEPARATELY AS PART OF A FUTURE EXPANSION. THERE WILL BE NO ACCESS TO THESE AREAS AT THIS TIME. 6. STRUCTURE IS REQUIRED TO BE 100% MASONRY AND GLASS INCLUDING WALLS AND ROOF AREA CHANGED TO ACCOMMODATE FUTURE PACKAGING EQUIPMENT. 7. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 8. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED PLANS, PLAN REVIEW COMMENTS AND FIRE MARSHAL OFFICE PLAN REVIEW COMMENTS AND INSPECTIONS. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CORRECTIONS NOTED DURING INSPECTIONS BY THE FIRE MARSHAL'S OFFICE AND INSPECTIONS DIVISION WILL BE REQUIRED TO BE CORRECTED BEFORE PROCEEDING. 11. CONTRACTOR IS REQUIRED TO PROVIDE A FINAL CERTIFICATE OF ENERGY CODE COMPLIANCE BY A 3RD PARTY ICC CERTIFIED INSPECTOR BEFORE CALLING FOR A FINAL INSPECTION. 12. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 13.SEPARATE FIRE ALARM AND FIRE SPRINKLER PLANS AND PERMITS REQUIRED. 14. SEPARATE IRRIGATION PLANS AND PERMIT City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 • INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 11-00001020 Date 7/14/11 ---------------------------------------------------------------------------- Special Notes and Comments MUST BE OBTAINED PRIOR TO THE INSTALLATION OF THE REQUIRED IRRIGATION SYSTEM. THE IRRIGATIONS SYSTEM MUST BE INSTALLED AND INSPECTED PRIOR TO THE BUILDING FINAL INSPECTION. 15. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 16. REQUIRED SAMPLE WELL DETAIL MUST BE DESIGNED AND INSTALLED AS PER THE ATTACHED CITY OF LA PORTE SAMPLE WELL DETAIL. 17.ANY SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGN. 18. SEPARATE PLANS AND PERMITS REQUIRED FOR PACKAGING EQUIPMENT INSTALLATION. 19. MUST OBTAIN FINAL INSPECTION APPROVAL AND CERTIFICATE OF OCCUPANCY PRIOR TO OCCUPANCY BY TENANT. 20. OBTAIN RODNEY SLATON APPROVAL/SIGNATURE ON STORM WATER PERMIT SIGNIFYING COMPLIANCE WITH STORM WATER PERMIT CRITERIA. ---------------------------------------------------------------------------- Fee summary ----------------- Permit Fee Total Grand Total Charged Paid -------------------- 517.50 517.50 517.50 517.50 Credited Due ---------- ---------- .00 .00 .00 .00 ---------- ----- ----- ---------------------------ta -- 'Signature ofMingtftel?4�:FciaTl tor or Authorized Agent Approved by or Authorized Agent Date PERMIT APPLICATION of *0 City of La Porte Established 1892 281-470-5013 Building Mechanical *Electrical *Plumbing *(See back of form) Project Address:_ / G0 5ta-te- l� m) lq6 Lot - Subdivision: Block: Owner's Name: (2I0.y 4e✓4t16pr ,V t-t Phone -%/-3 % Address: �s 1rY SaYu Fe�02 fYAStreet City Contractor. dtleLy La0., e Vec_' • 1tic • PhonE:/n Zip Address: %z-c-) &)e5--E ZofCi 1�4uS40^ %x -77009, Street City/ Zip 18�9 / Contractor Email address: FqX� ' 933 2 Contact Person: UST Engineer: Building Use: L./I Tt Ce /(�0.! a ko.52. Sq. Footage: # Stories Valuation: Describe Work: Zlec fr, t-od APPLICANTS PRINTED NAME %(tASSZ// Iic l 1 I L t For City Use Only Occupancy Type Flood Construction Type Use Last use of Bui Commercial Buildings Plans Only -Fire Marshal A Checked/Approved for Issuance By: CE: Special Taxes Class Work Sq. Ft. # Stories Parking Req use ceased: Residential driveway tie-in fee: Parkland(New Res. Onl Zone # Permit N)l — , Permit Fee Plan Check COM �LTE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & Switches (1" 5 - Flat fee) $ 3.00 3.00 Above Items (All Others) $ 0.60 each 4 95 Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each 2 7•y Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: c Up to but not including''/2 hp $ 1.50 each G� '/2 hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each50 Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains(1'raps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum Breaker/Backflow Protection Each One (/-5) $ 3.75 each Each One (Over S) $ 2.25 each Reinspection Fee $35.00 each Total 15.00 SACiry Planning Slwc`AO-INSPECTIONS DIVISI0NVmpmtiom\B1dg Pc it Appl.dm r PREPARED 7/11/11, 7:56:31 INSPECTION TICKET PAGE 11 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 7/11/11 ________________________________________________________________________________________________ ADDRESS . : 1400 N HWY 146 SUBDIV: NEBRASKA SYNDICATE CONTRACTOR CLAY DEVELOPMENT S CONST PHONE (713) 789-2529 OWNER OAK PARK TRADING LTD PHONE PARCEL 027-083-000-0001 APPL NUMBER: 11-00001020 NEW, COMMERCIAL ___________________________________________--____________________________________________ PERMIT: CB 00 BLDG PERMIT -NEW COMMERCIAL 1 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------ ____--------- ___------ ____________________________________________________________________ SLAB O1 7/08/11 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 7/08/11 AP DRILL PIER DRILL PIER INSP PASSED PER MARIO RAMOS. (40 PIERS) MEIN 01 7/11/11 DM MECHANICAL INSPECTION TIME: 00:08 DRILL PIER INSPECTION BRIAN 713-819-0387 _________________________________ COMMENTS AND NOTES __ tom. City of La Porte - 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001020 Date 7/01/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description NEW, COMMERCIAL Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 7755000 ---------------------------------------------------------------------------- Type of Work OFFICE/WAREHOUSE -------------------------------------------------------- ------------------- Owner Contractor . ------------------------ ------------------------ OAK PARK TRADING LTD CLAY DEVELOPMENT & CONST 1400 N 10TH ST TRLR 100 5599 SAN FELIPE SUITE 1440 LA PORTE TX 775713231 HOUSTON TX 77056 (713) 789-2529 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . STORAGE Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -NEW COMMERCIAL Additional desc . . OFFICE/WAREHOUSE Permit pin number . 388314 Permit Fee . . . . 27880.00 Plan Cheek Fee 13940.00 Issue Date . . . . 7/01/11 Valuation . . . . 7755000 Expiration Date . . 12/28/11 Qty Unit Charge Per BASE FEE 7255.00 3.5000 THOU BLDG - 500,001 - UP ---------------------------------------------------- Special Notes and Comments June 29, 2011 8:36:06 AM lapovfl. 1. MUST COMPLY WITH ALL CONDITIONS OF SCUP# 11-91000002. 2. NO STACKING OF SHIPPING CONTAINERS ALLOWED. 3. REQUIRES THE CITY PLANNERS APPROVAL THAT CONDITIONS OF THE APPROVED SCUP HAVE BEEN COMPLIED WITH PRIOR TO THE FINAL INSPECTION. 4. MEZZANINE FLOOR AND STRUCTURE ONLY Extension 2487.50 25392.50 City of La Porte 604 W Fairmont Pkwy La Porte,, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 11-00001020 Date 7/01/11 ---------------------------------------------------------------------------- Special Notes and Comments INCLUDED IN THIS PERMIT. 5. PER CLAY DEVELOPMENT, ELEVATOR SHAFT, STAIRS AND MEZZANINE WILL BE PERMITTED SEPARATELY AS PART OF A FUTURE EXPANSION. THERE WILL BE NO ACCESS TO THESE AREAS AT THIS TIME. 6. STRUCTURE IS REQUIRED TO BE 100% MASONRY AND GLASS INCLUDING WALLS AND ROOF AREA CHANGED TO ACCOMMODATE FUTURE PACKAGING EQUIPMENT. 7. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 8. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED PLANS, PLAN REVIEW COMMENTS AND FIRE MARSHAL OFFICE PLAN REVIEW COMMENTS AND INSPECTIONS. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CORRECTIONS NOTED DURING INSPECTIONS BY THE FIRE MARSHAL'S OFFICE AND INSPECTIONS DIVISION WILL BE REQUIRED TO BE CORRECTED BEFORE PROCEEDING. 11. CONTRACTOR IS REQUIRED TO PROVIDE A FINAL CERTIFICATE OF ENERGY CODE COMPLIANCE BY A 3RD PARTY ICC CERTIFIED INSPECTOR BEFORE CALLING FOR A FINAL INSPECTION. 12. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 13.SEPARATE FIRE ALARM AND FIRE SPRINKLER PLANS AND PERMITS REQUIRED. 14. SEPARATE IRRIGATION PLANS AND PERMIT MUST BE OBTAINED PRIOR TO THE City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001020 ------------------------------------------- Special Notes and Comments INSTALLATION OF THE REQUIRED IRRIGATION SYSTEM. THE IRRIGATIONS SYSTEM MUST BE INSTALLED AND INSPECTED PRIOR TO THE BUILDING FINAL INSPECTION. 15. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 16. REQUIRED SAMPLE WELL DETAIL MUST BE DESIGNED AND INSTALLED AS PER THE ATTACHED CITY OF LA PORTE SAMPLE WELL DETAIL. 17.ANY SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGN. 18. SEPARATE PLANS AND PERMITS REQUIRED FOR PACKAGING EQUIPMENT INSTALLATION. 19. MUST OBTAIN FINAL INSPECTION APPROVAL AND CERTIFICATE OF OCCUPANCY PRIOR TO OCCUPANCY BY TENANT. Page 3 Date 7/01/11 20. OBTAIN RODNEY SLATON APPROVAL/SIGNATURE ON STORM WATER PERMIT SIGNIFYING COMPLIANCE WITH STORM WATER PERMIT CRITERIA. ---------------------------------------------------------------------------- Fee summary ----------------- Charged -------------------- Paid Credited Due -------------------- Permit Fee Total 27880.00 27880.00 .00 .00 Plan Check Total 13940.00 13940.00 .00 .00 Grand Total 41820.00 41820.00 .00 .00 ------------- -- P-x �-------------------------� (SIGNATURE OF CONTRACTOR OR AUTHOR,; W AGENT) (APPROVED BY BUILDING OFFICIAL O5- A03MFT--ZE0A ALSENT) --------- DATE --vh'M ZOO �i P*. RmFr APPLICATION :3) City of La Po !;.� t ed 1 92281-ago-5o�3 JUN -1 2011 }3uilding Mechanical 'Electrical BY`Plumbing *(See back of form) -r .SO u b iNr,N 'TRa'7-a--c.- 274 Project Address: 400 ll1�RTe 01(VLL" ( 1 ` (c NORT14 Lot: T R z T - B.ocK z81 TR 3 pbs+, S E Qrivsorl Subdivision: Block: /Jebr&skA S)1,4oico..te� Owner's NameC A`{ DtAIDeMkAr < <5x4 57 %rC-T1 Or.1 Phone: �713i -r 69 - 2 5 Z g Address:5599 �OA EF.UPE 501TE, 1444�1 }iomncA —1-IO5(o Street City Zip Contractor: �2hrda Phone: Street city Zip yt�heye5@elayde:Jdo�ne�.f. cAw+ Contractor Email address: Fax �l 13) "/ 82� 315 5 Contact Person: M� y Engineer: C &I S 13¢155R..TT'E ,Z� .3 %� 9 ''•? s� 9 Building Use: 8 ♦ 51 Sq. Footage: 0D # Stories Valuation: , ,55 00 0 Describe work: O r-f 1 e £ Occupancy TypeA_t& Construction Type rjn. Last use of Building �j�cnT. 7'o F. zi G-'3 Commercial Buildings Plans QWy-Fu Checked/Approved for Issuance By: I i ( 1. DATE: a I I'.) I M AXV- .., Flood Zone__ Use Zone P V b Marshal ADDroval tr C M. JeW 1 Go nr .wacc Sq. Ft. # StorieswkingRen�c 3I r� r lnnl sir.�.a�i�=sue u uu use ceased: h b-14 11 Residential driveRaytie-in fee: N A Parkland(New Res. Off: Zone # N h F FV t! Permit No. Permit Fee # .27 8 8 O ^ 5 Plan Cbeck Fee SACP6me�, dgP 42406.doc . 1 a COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fm ures, Lights & U J Switches (1° 5'- Flat fee) ' $ 3.00, Abovellterns (All Others) .. r:T,.60 each; , i .. ` �•': 1•} Clothes Washer/ Dryer - $ 2.00 each Ran4e Receptacle.. .., ... S 3.00 each Cook Top or Oven $ 1.50 each A/C; Window ;Unit Receptacle $ 3.00 each Water Heater S 3.75 each - Dishwasher/Garbage Disposal $.'1;S.O'each �' .�': , , _ :.:a': 'v�•, :';'. Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each 1 ' Reinspection Fee $35.00 each MOTORS: - Up to but not including Y.hp. ;1, 50 each %= hp and less than 10 hp S 2.50 each 10 hp & up to 50 hp 50 hp and up S 3.50 each _. $ 4.50 each Total Fee _ r COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMITS) IS S20.00 Description Charges Quantity - Fees PERMIT ISSUE FEE $15.00 $15.00 Fi ttmes/Drams/ raps S 3.75 each ` Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Dram Field S 15.00 each Water Heater $ 3.73 each Gas Piping System (1-4 outlets,)7atfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration —Drain or VeM7.50.each r -. - Each Vacuum Breaker/Backflow Protection .. , Each One (1-5) S 3.75 each Each One (Over 5) S 2.25 each Reinspection Fee. ,. '- . $35.00 each f ., Total SACPSba \INSPECTION DIV1sjoNUnW Fti \B1dg Pe,mff'APPI side2 112805:60c I 1400 STATE HWY 146 NORTH BUILDING PERMIT SPECIAL NOTES & CONDITIONS 1. MUST COMPLY WITH ALL CONDITIONS OF SCUP# 11-91000002. 2. NO STACKING OF SHIPPING CONTAINERS ALLOWED. 3. REQUIRES THE CITY PLANNERS APPROVALTHAT CONDITIONS OF THE APPROVED SCUP HAVE BEEN COMPLIED WITH PRIOR TO THE FINAL INSPECTION. 4. MEZZANINE FLOOR AND STRUCTURE ONLY INCLUDED IN THIS PERMIT. 5. PER CLAY DEVELOPMENT ELEVATOR SHAFT, STAIRS AND MEZZANINE WILL BE PERMITED SEPARATLY AS PART OF A FUTURE EXPANSION. THERE WILL BE NO ACCESS TO THESE AREAS AT THIS TIME. 6. STRUCTURE IS REQUIRED TO BE 100% MASONARY AND GLASS INCLUDING WALLS AND ROOF AREA CHANGED TO ACCOMMODATE FUTURE PACKAGING EQUIPMENT. 7. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS). 8. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED PLANS; PLAN REVIEW COMMENTS & FMO PLAN REVIEW COMMENTS & INSPECTIONS. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CORRECTIONS NOTED DURING INSPECTIONS BY THE FIRE MARSHAL'S OFFICE AND INSPECTIONS DIVISION WILL BE REQUIRED TO BE CORRECTED BEFORE PROCEEDING. 11. CONTRACTOR IS REQUIRED TO PROVIDE A FINAL CERTIFICATE OF ENERGY CODE COMPLIANCE BY A 3RD PARTY ICC CERTIFIED INSPECTOR BEFORE CALLING FOR A FINAL INSPECTION. 12. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 13. SEPARATE FIRE ALARM AND FIRE SPRINKLER PLANS AND PERMITS REQUIRED. 14. SEPARATE IRRIGATION PLANS AND PERMIT MUST BE OBTAINED PRIOR TO THE INSTALLATION OF THE REQUIRED IRRIGATION SYSTEM. THE IRRIGATION SYSTEM MUST BE INSTALLED AND INSPECTED PRIOR TO THE BUILDING FINAL INSPECTION. 15. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 16. REQUIRED SAMPLE WELL DETAIL MUST BE DESIGNED AND INSTALLED AS PER THE ATTACHED CITY OF LA PORTE SAMPLE WELL DETAIL. 17. ANY SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING SIGN. 18. SEPARATE PLANS AND PERMITS REQUIRED FOR PAKAGING EQUIPMENT INSTALLATION. 19. MUST OBTAIN FINAL INSPECTION APPROVAL AND CERTIFICATE OF OCCUPANCY PRIOR TO OCCUPANCY BY TENANT. oY+ .i O • O Aroma.:. R • $.Q o�'.w- CITY a COPY Huber, Mark From: Herrod, Curtis Sent: Tuesday, June 28, 2011 4:50 PM To: Slaton, Rodney Cc: Malik, Masood; Huber, Mark Subject: PORT MODAL RODNEY: PUBLIC WORKS PERFORMED A FINAL INSPECTION FOR THE WATER SANITARY SEWER RELOCATIONS, PORT MODAL PROJECT. NO ISSUES WERE FOUND. THIS NOTIFICATION SHALL SERVE AS APPROVAL TO ACCEPT. CURTIS/. 1�i COMMERCIAL PF.AN 12EVIEW COVER Snr ET - (IIV'TERNAL USE) ADDRESS: OWNER'S NAME f PROJECT TYPE: L oMM. (��1� NE —� ADDN: HCAD#: O '+-7 HTE LOC#: FLOOD ZONE: X ZO"'e, : P C.A c� YY9 IVA •\ CeTs4-c r- SUB/DATE RETURNED sIl (►L� -T bal�sSorp ,IJ MTV (Applicable to Comm. Or Ind)FAG1YAT G eJ J rhAj a•N - ,aIYI/GY4 s, pe o e rssu _MT T DTTL4PDT /R7:RMff ey Er; u NEEDED? —wua- Urk A UPI 49-4— IR2- •sl (If yes, figure fees. If no, use w/s form to explain why they are not) ox " Pa^ KP DATE OF REVIEW: ' 13 ' // INSPECTOR: ,D ITEMS NEEDED FOR ISSUANCE OF PERMIT: 3. MM F� aQ,r%jrj n' Pnlr of- SwP e M.�Iflj.,IaG/� 1 - - Y OWNER OR CONTRACTOR NOTIFICATION DATE TMIE NAME OF PERSON CONTACTED. Inspections Division Building Permit Checklist Page 2 �•l.•. fi a s•• - •.• - -1-J I: • •. • •. __ • or No Of _ • r. n.n .. • • • • Water & Sewer Fees Applicable (Ord 759-F) Ye or No 1pirnw�. • � �•dEiS�B �latrr/CPwrr Maine /`t (n A '7C0 Fl ire.. mot„ 1 Id Construction Drawings with Engineer's Seal (if applicable) (State Law) Yes or No No :• Foundation Plans (State Law) Yes or No •:• Structural Framing Plan (State Law) Yes or No :• Exterior Elevation Plan (State Law) Yes or No Electrical Drawings (State Law) Yes or No s• Plumbing Drawings (State Law) Yes or No Mechanical Drawings (State Law) Yes or No :• Drainage Plan (State Law) Yes or No •:• Slab Elevation (if applicable) (State Law) Yes or S--C ON DMSIONVnspectionslBldg P Checklist CornlMuOSdoc SACPShnrAII•1 T l DEVELOPMENT 9 CON SIRUCTION INC. J 5599 San Felipe • Suite 1440 • Houston, Texas 77056 • 713.789.2529 • Fax 713.782.3755 June 16, 2011 City of La Porte Inspections Division ATTN: Dwayne Menager 604 W Fairmont Pkwy La Porte, TX 77571 �aa !!OZ i N17r Re: 1400 State Hwy 146 North — Port Modal — Responses to review comments dated 6/15/11 Dear Mr. Menager, /1. Elevator and stairs are not provided at this time, only shafts, elevator pit and openings in mezzanine floor are provided with this permit. The future addition of elevator and stairs will require a separate permit., %/2. Mezzanine structure and floor will be built under this permit. Mezzanine will not be occupied or built -out at this time; it is constructed for future office expansion only. The mezzanine is not accessible at this time, the mezzanine openings for future elevator and airs are sealed off by the elevator and stair shafts, which have no doors or other openings. Any build -out at the mezzanine level to be permitted separately at a later time. 3. The walls at the packaging equipment bay have been changed from metal panel to EIFS to comply with zoning regulations, re: revised sheet A3.0 '1 Mrs Yes, only one electrical service and meter serve the entire building. , y0 There is no signage planned for this project at the moment. In the event a sign is added to our scope of work we will obtain a separate sign permit. 7 arehouse equipment is not under our contract, we'll advise the tenant to permit any equipment separately. Feel free to contact me if you have any questions. Regards, QAJA*14 0 Carla R. Haramboure, AIA. DEVELOPERS/ DESIGN -BUILDERS OF INDUSTRIAL BUILD -TO -SUIT FACILITIES FOR SALE OR LEASE www.claydevelopment.com 15 June 2011 Clay Development Art: Mark Hayes 5599 San Felipe #1440 Houston TX, 77056 Subject: 1400 State Hwy 146 North Plan Review Comments Mr. Hayes, 1 not t t Nnr ainfla3= We have reviewed you construction drawings for code compliance and the following items must be resolved or addressed before a building permit can be issued. Once you have revised your plans please submit as a complete package and provide a written response to each plan review comment. f• trP 1. Construction drawings show future elevator and open elevator shaft? 2. B there any proposed build out for the mezzanine at this time? ✓ N 3. -walls to be metal panels. 2Fhe pvall t- 4. 5. ✓ Y�" 6. or a separa e pemrit. r+a! Respectfully, Dwayne Menager Chief Inspector Inspections Division 281470-5070 ;i i Huber, Mark From: Chris Brissette [CBrissette@claydevelopment.com] Sent: Monday, June 27, 2011 10:58 AM To: Huber, Mark Cc: Malik, Masood Subject: RE: Port Modal Centre Mark, Thank you for the information. I delivered signed Major Site Development Plan on mylar to Masood on Friday. So, you should be getting a copy this week once the P&Z signs the mylar. Thank you again. Chris Brissette, P.E. Clay Development & Construction, Inc. 5599 San Felipe, Suite 1440 Houston, TX 77056 (P)713-789-2529 (F)713-782-3755 From: Huber, Mark [maiIto: HuberM(a,laoortetx.govl Sent: Monday, June 27, 2011 10:53 AM To: Chris Brissette Cc: Mark Hayes; Slaton, Rodney; Menager, Dwayne; Huber, Mark; Malik, Masood Subject: RE: Port Modal Centre Chris, as stated in an earlier email from last week , we cannot release permits without first receiving a copy of the approved site plan from our Planning Department (Mr. Malik) . Fees to be collected at the time of building permit issuance are as follows: Building Permit Fee $27,880.00 Plan Check Fee $13,940.00 Zoning Permit Fee $50.00 1-1/2 inch Domestic Water Tap/meter Fee $1,100.00 Sewer Inspection Fee $25.00 1 inch Irrigation Tap/meter Fee $720.00 Storm Water Permit Fee $200.00 Grand Total: $43,915.00 Hope this helps, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm(i�laportetx.gov From: Chris Brissette(maiIto: CBrissette(@claydevelopment.coml Sent: Friday, June 24, 2011 9:41 AM To: Slaton, Rodney Cc: Huber, Mark Subject: Port Modal Centre Rodney, I know I just sent back the application for the Storm Water Permit yesterday morning. However, I would to know when Clay will get a call that all permits are ready to be paid? Since it is Friday, I would like to reach the check signers before they leave early on this great Friday. Thank yob for everything and havU. sTeat weekend. Chris Brissette, P.E. Clay Development & Construction, Inc. 5599 San Felipe, Suite 1440 Houston, TX 77056 (P)713-789-2529 (F)713-782-3755 Huffer, Mark From: Huber, Mark Sent: Monday, June 27, 2011 10:53 AM To: Chris Brissette Cc: Mark Hayes; Slaton, Rodney; Manager, Dwayne; Huber, Mark; Malik, Masood Subject: RE: Port Modal Centre Chris, as stated in an earlier email from last week , we cannot release permits without first receiving a copy of the approved site plan from our Planning Department (Mr. Malik) . Fees to be collected at the time of building permit issuance are as follows: Building Permit Fee $27,880.00 Plan Check Fee $13,940.00 Zoning Permit Fee $50.00 1-1/2 inch Domestic Water Tap/meter Fee $1,100.00 Sewer Inspection Fee $25.00 1 inch Irrigation Tap/meter Fee $720.00 Storm Water Permit Fee $200.00 Grand Total: $43,915.00 Hope this helps, Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 hubermAlaportetx.gov From: Chris Brissette[mailto:CBrissetteCalclavdevelopment.coml Sent: Friday, June 24, 2011 9:41 AM To: Slaton, Rodney Cc: Huber, Mark Subject: Port Modal Centre Rodney, I know I just sent back the application for the Storm Water Permit yesterday morning. However, I would to know when Clay will get a call that all permits are ready to be paid? Since it is Friday, I would like to reach the check signers before they leave early on this great Friday. Thank you for everything and have a great weekend. 1 Chris Brissette, P.E. Clay Development & Construction, Inc. 5599 San Felipe, Suite 1440 Houston, TX 77056 (P)713-789-2529 (F)713-782-3755 a r'. C COMMERCIAL PLAN' REVIEW NOTES 1. Minimum six-inch (6") stud walls shall be required where drain, waste,'& vent (DWV- horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (additions of square footage) for both residential and non-residential construction where DWV plumbing is installed. 2. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. 4. If a fence is proposed, verify with City regarding maximum height limitations. 5. Call for utility line locates at 1-8007669-8344 and also City of La Porte at 281-471-9650 6 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease space/building. 8. Separate permit required for all signage. 9. Sanitation facilities required on -site prior to first inspection and must,remain available until completion of sanitation facilities within the lease space and/or building. 10. Silt fencing required for duration of project. 11. See notes (red lined) on contractor copy of construction drawings. 12. Fill dirt permits are required prior to placement of fill dirt. 13. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. 14. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. 15. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made 16. Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) 17. Effective March 10, 2007, all electrical devices (including but not limited to outlets and switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. 18. Building operations shall be limited to 7:00am-9:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. 19. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. 20. Contractor/owner shall be responsible for ensuring all construction materials/debris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. 21. Owner/developer of commercial driveways in concrete shall be constructed 12" from the adjacent. asphalt street. The contractor shall clean the area between the driveway and the street to a depth of at least 6". It is the responsibility of the owner/developer/contractor to install the asphalt transition. CfTY S1CPSh=UNSPEC ON DMSION\Insp=dons\COM)aRCIAL PLAN REVIEW NOTESAm 52011 -. COPY APPLICABLE CODES Adopted October 25 2010• Effective January 01, 2011: 2009 INTIERNATIONAI., BUILDING CODE (IBC) 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2009 UNIFORM PLUMBING CODE (UPC) 2009 UNIFORM MECHANICAL CODE (UMC) Adopted March 24, 2008, Effective April 8, 2008: 2008 NATIONAL ELECTRICAL CODE (NEC) WI'IIFI LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE S:ICPShmeWISPECTION DIVISIONIInspections\Residential Construction PacketWPPLICABLE CODES.doc Rev. 11-10 CITY COPY FRONT VIEW N.T.S. SAMPLE WELL BASIN N.T.S. SIDE VIEW N.T.S. T. MUNG WILLMUST It ps)ALLeo uxoea AcerMATl nunepO reaMR. PLAN VIEW E. USe lt•riGR.C.I. FOR INSTALGTiON fOA IN3TAUATWII S-0.O[CIMD VS N.T.S. 1. V3e 1A' Yaw R.C.I. MR IN3TALLATIW GGTG 1)UN e'-o• 0!!t. (APRpG WELL M.M. 822E IN AIp) A. SAMPLING WILL MUSTB!SIDINACACAMMfQ1LAlIC CAICRER IAO (1SID GMARRTHAN NOT PER ITTI) MOF ERE MN , S. INSIDE INSTALLATION NOT IlRMIFED WING! OqTI�IV! RETALIATION 6 IOpDLI 0. Ila CONCRETE ummePIPEm IVILDIN6 MUST e!NRRUSIp tVR (ISTSp} ISO CONCRlR ID[If I1W13-IE0. , (AIR -TIGHT COKR Rlp9lm) . pfDALLAM M fC i•NO/!IDIIDIm FENNY 3. URM AND IIO!WAUCWATVPROP NUST B!fR0001TT0 W TIMI TO S. TOSlINSTALLlD ON IRNAIC PROPERTY IN MAlaSSIIl2lOUlWN TO CITY - IERSONIlL , C O IMSOORANOCONCRETIO FURY DISIGNS)RCXGRIOl450019AT)e WYB UXRD@PTH. IC CONSTRUCTIONII RCDAON LAME STAG!OPWALL WRH flCIIDNAL RUIElt TO aiil,RCQU MO OONM 1. C.I. CA-79 CLASS CART AOX IMMIY AND GMT!! M! MMUfACTVa®OP WCICASt AdI CdIWIWNOTO MTM MS-ll RAff OD, MGVy-0HIYAASHTO Xd0 SAMPLE WELL COVER INPAVED AREAS N.T.S. . /iaiiiiiiiiiii/iiiai1111 11 i �i� i PRETREATMENT REQUIREMENTS GREASE IN IMEMRf OR OTN ER PRCTRGTMIM OP/66 WL1.3! Rzwmw RN THE NLLOATHO FACILITIES. MCTN. PUSHING AND PABIUUTWII NgU)Ds -TRUCK WASHINGf LIR[3r INCWDAG IXTCRNIR WASHING -COMM[RCULCARWASMl3 -RESTAURANIM LABORATORIES - MK[RII3 AND CgIMMIMMS - MEDIUL fA,talIRR - COMMGCTAL VJp011P5 - OR, ANT fALXITY TINT WILL MAY! HAII gWKs THE TLLOWIHG fTMDARM W¢1 APPLY TO FMIITD3 pD1UR0 MCW; A MINIMUM 13•SAMPLE WELL, WRL BE STMOMO FOR fill IfAmITEP HAVING A SERVICE UM! !• IN DIAMETER OR LM HOMLVDL ANY SERVICE LINE THAT 13 f• DI DIAMETER OR MORE AND 0 S' (nJ IN DEPTH WDL SE RECAID19)M HAVE A iR• SAMPLE W6L . THE SMILE WCLLMU3T 0! INSTALLIO BlIV2lll1N! IRCLRGTMCNI fACDI1T (GREASE TRM) MD 6lWG 1pllD CRY. BIRCIPICATIOMS MR IH! IR•AND 11•SAMPLE WELLS ME ATTACHED MON YOUR REFERENCE. ABOLRDf 9ELCO KSMMLDOEMCLUDE MT OLECD)UTRIN MMOPTIOX WNEMM OD0111RORLEIfIIlp6YlDOKU1. DETAIL SHEET SAMPLE WELL DETAIL., COVER & NOTES CITY COPY N.T.S. LP-DTL-SAN-041 /1 HfYA1 Tl Uowrr'-r all - Y /1 ¢£VAldl RTK Um�r.rY I t�x� rr rmj.� rb PORT MOM r.m surz w. ru a m.rz �. n®onn 'o. - NVrr s� EIIIEIW116EV1ipW 1 AmlV Menager, Dwayne From: Menager, Dwayne Sent: Friday, June 17, 2011 8:36 AM To: 'Carla Haramboure' Cc: Huber, Mark; Mark Hayes Subject: RE: 1400 State Highway 146 North Thanks Carla, Yes, please provide 2 full size copies of the revised Exterior Elevation sheets A3.0. All other responses to the plan review comments are acceptable, pending the certified site plan approval. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menaserd@laportetx.aov From: Carla Haramboure fmailto:charamboure(aclaydevelopment.coml Sent: Thursday, June 16, 2011 4:28 PM To: Menager, Dwayne Cc: Huber, Mark; Mark Hayes Subject: RE: 1400 State Highway 146 North Dwayne, I am attaching a response letter to the city comments we received yesterday. I am also including the Zoning Permit Application completed by Frontier Logistics, as well as the revised Exterior Elevations sheet A3.0 for your reference. I was not sure if an e-mail would be sufficient; let me know if I need to drop off hard copies of the attached and we'll do that right away. Feel free to contact me or Mark with any questions. Thanks, Carla. ,)Carla Haramboure, AIA Clay Development & Construction 5599 San Felipe St • Suite 1440 • Houston, TX 77056 P 713.789.2529 x106 • F 713.782.3755 www.claydeveloi)ment.com From: Menager, Dwayne fmaiIto: MenagerD n laportetx.govl Sent: Wednesday, June 15, 2011 9:47 AM To: Carla Haramboure; Mark Hayes Cc: Huber, Mark Subject: 1400 State Highway 146 North Please find attached the Fire Marshal's office & Inspections Division plan review comments for the Port Modal project. Please provide a written response to each plan review comment. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerd0layortetx.gov 2 Menager, Dwayne From: Carla Haramboure[charamboure@claydevelopment.comj Sent: Thursday, June 16, 2011 4:28 PM To: Menager, Dwayne Cc: Huber, Mark; Mark Hayes Subject: RE: 1400 State Highway 146 North Attachments: 11-0616_CityCommentResponse.pdf; A30_FR-10.pdf; Zoning Permit Application.pdf Dwayne, D/l7/a m11 5,.,+4_ Z-awl p�tMic- htA�r<hci,a T, V, Chit I a Ck CM 14 04 L01 r,JrfA. p Acvk I am attaching a response letter to the city comments we received yesterday. I am also including the Zoning Permit Application completed by Frontier Logistics, as well as the revised Exterior Elevations sheet A3.0 for your reference. I was not sure if an e-mail would be sufficient; let me know if I need to drop off hard copies of the attached and we'll do that right away. Feel free to contact me or Mark with any questions. Thanks, Carla. Carla Haramboure, AIA Clay Development & Construction 5599 San Felipe St • Suite 1440 • Houston, TX 77056 P 713.789.2529 x106 • F 713.782.3755 www.claydevelopment.com From: Menager, Dwayne fmailto:MenagerDQ�laoortetx.¢ovl Sent: Wednesday, June 15, 2011 9:47 AM To: Carla Haramboure; Mark Hayes Cc: Huber, Mark Subject: 1400 State Highway 146 North Please find attached the Fire Marshal's office & Inspections Division plan review comments for the Port Modal project. Please'provide a written response a, -vach plan teview Comment. J Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerdC laportetx.eov 15 June 2011 Clay Development Att: Mark Hayes 5599 San Felipe # 1440 Houston TX, 77056 Subject: 1400 State Hwy 146 North Plan Review Comments Mr. Hayes, We have reviewed you construction drawings for code compliance and the following items must be resolved or addressed before a building permit can be issued. Once you have revised your plans please submit as a complete package and provide a written response to each plan review comment. ✓1, Construction drawings show future elevator and open elevator shaft? I. u "`1,, Ac w J rO "2. Is there any proposed build out for the mezzanine at this time? w o %« � r t 6. x FnA s t • .) '✓3. Areas where the walls and roof have been raised for customer installed packaging equipment indicate the FNt walls to be metal panels. The walls for this area are required to be 100% masonry or glass 011,as� r ✓4. Proposed tenant must complete a zoning permit application. to 6,^ rrC-/1710 1 ✓5. Is there only one electrical service and meter for this project? Y/ 's ! Uy y6. FYI — Any new or proposed signage for this project? If yes you will need to apply for a separate sign permit. ^JF+ de't Separate equipment plans and permits required for equipment installation not included in this project. ^Ian z.L Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 COMMERCIAL DESIGN -BUILDERS 5599 San Felipe • Suite 1440 • Houston, Texas 77056 • 713.789.2529 • Fax 713.782.3755 June 16, 2011 City of La Porte Inspections Division ATTN: Dwayne Menager 604 W Fairmont Pkwy La Porte, TX 77571 Re: 1400 State Hwy 146 North — Port Modal — Responses to review comments dated 6/15/11 Dear Mr. Menager, 1. Elevator and stairs are not provided at this time, only shafts, elevator pit and openings in mezzanine floor are provided with this permit. The future addition of elevator and stairs will require a separate permit. ✓ 2. Mezzanine structure and floor will be built under this permit. Mezzanine will not be occupied or built -out at this time; it is constructed for future office expansion only. The mezzanine is not accessible at this time, the mezzanine openings for future elevator and stairs are sealed off by the elevator and stair shafts, which have no doors or other openings. Any build -out at the mezzanine level to be permitted separately at a later time. ✓ 3. The walls at the packaging equipment bay have been changed from metal panel to EIFS to comply with zoning regulations, re: revised sheet A3.0 ✓ 4. Zoning application has been completed by the tenant and is attached. 544� 7' 5. Yes, only one electrical service and meter serve the entire building. ✓ ' " 6. There is no signage planned for this project at the moment. In the event a sign is added to our scope of work we will obtain a separate sign permit. -*� 7. Warehouse equipment is not under our contract, we'll advise the tenant to permit any equipment separately. I/ Feel free to contact me if you have any questions. Regards, Carla R. Haramboure, AIA. DEVELOPERS/ DESIGN -BUILDERS OF INDUSTRIAL BUILD -TO -SUIT FACILITIES FOR SALE OR LEASE www.claydevelopment.com 15 June 2011 Clay Development Att: Mark Hayes 5599 San Felipe #1440 Houston TX, 77056 Subject: 1400 State Hwy 146 North Plan Review Comments Mr. Hayes, We have reviewed you construction drawings for code compliance and the following items must be resolved or addressed before a building permit can be issued. Once you have revised your plans please submit as a complete package and provide a written response to each plan review comment. l . Construction drawings show future elevator and open elevator shaft? 2. Is there any proposed build out for the mezzanine at this time? 3. Areas where the walls and roof have been raised for customer installed packaging equipment indicate the walls to be metal panels. The walls for this area are required to be 100% masonry or glass 4. Proposed tenant must complete a zoning permit application. 5. Is there only one electrical service and meter for this project? 6. FYI — Any new or proposed signage for this project? If yes you will need to apply for a separate sign permit. 7. Separate equipment plans and permits required for equipment installation not included in this project. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281470-5070 Manager, Dwayne From: Manager, Dwayne Sent: Wednesday, June 15, 2011 9:47 AM To:'charamboure@claydevelopment.com'; 'Mark Hayes' Cc: Huber, Mark Subject: lA00.State-Highway 1A6.North---.—,--.^ Attachments: V.1400-State.Highwav 146--North-dosx-docx; 1_4Q0_St: Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerd@laoortetx.gov Huber, Mark From: Huber, Mark Sent: Tuesday, June 14, 2011 1:20 PM To: Herrod, Curtis Cc: Huber, Mark Subject: RE: Clay Development Water and Sanitary Sewer Status W41 Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 hubermalaportetx.gov From: Sterling, Brian Sent: Tuesday, June 14, 2011 11:57 AM To: Huber, Mark Cc: Malik, Masood Subject: Clay Development Water and Sanitary Sewer Status Mark, Please be advised that Clay Development's Port Modal Centre Development will not require a Utility Extension Agreement with the City. Water and sanitary mains currently serve the property in question. However, Clay has submitted plans to upgrade and relocate the existing water and sanitary sewer lines that previously served the Oak Park Trailer Park. --------- Sincerely, Brian Sterling GIS Manager City of La Porte 281.470.5059 M /-� Permit to Construct Access Driveway Facilities ForH(ii4.9gse on Highway Right of Wa (r�.a2oo<) g Y g Y (GSD-EPC) Page I of 2 To: Clay Development --- - - -- -- ---- Hwy. SH 146-- -- Permit No. 11-0636 5599 San Felipe Ste 14400 Control 389 Section 12 - — — ----- - --------------- - -- -- ---------- - - -- Houston, Tx 77056 713-789-2529 (Phone) The Texas Department of Transportation, hereinafter called the State, hereby authorizes Clay Development, hereinafter called the Permittee, to construct/reconstruct a Commercial access driveway on the highway right of way abutting highway number SH 146 in in Harris County, located E Barbours Cut Boulevard. Subject to the Following: I . The Permiuce is responsible for all costs associated with the construction of this access driveway. 2. Design of facilities shall be as follows and/or as shown on sketch and is subject to conditions stated below: Provide 145' wide with 50' radii and 1-35' wide with 30' radii commercial driveways in a curb and gutter section of SH_ 146__ _ Any furore development to this site will. be reviewed and approved by TsDOT orthis permit will be Null and Void. Access Only No developed Flow to TxDCT), All Construction and materials shall be subject to inspection and approval by the State. 3 Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State. 4. The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands, or tanks shall be located at least 12 feet from the right of way line to ensure that any vehicle services from these fixtures will be off the highway right of way. 6. The State reserves the right to require a new access driveway permit in the event of a land use change or change in driveway traffic volume or vehicle types. 7. This permit will become null and void if the above -referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 8. The Permittee will contact the State's representative Mr. Johnny Guice at telephone (281) 464-5540 at least twenty-four (24) hours prior to beginning the work authorized by this permit. April 18, 2011 Dale of luuancc Texas Department of Transportation Quincy D Allen, P.E. Director of Maintenance Houston District The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access driveway on the highway right of way. r— Date: If I Signed: JUN - 2 2011 'J (Property owner or owner's representative) Rim texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Friday , May 06, 2011 EABPRJB1811686 PERSON FILING FORM Name: Carla R. Haramboure, ALA Phone: 713-789-2529 Person Address: 5599 San Felipe Suite 1440, Houston, TX 77056 Ras Number: 0096 Project Name: Port Modal Project Address: PortModal 1400 State Hwy 146 LaPorte, TX 77571 County: Harris TENANT Contact Name: Phone: Contact Address: BUILDINGIFACILITY Name: Port Modal FACILITY Owner: Clay Development 8 Construction Inc. Phone: 713-789-2529 Owner Address: 5599 San Felipe, Suite 1440, Houston, TX 77056 Contact Name: Carla Haramboure Phone: 713-789-2529 Contact Address: 5599 San Felipe, Suite 1440, Houston, TX 77056 Contact Email: charamboure@claydevelopmenl.com DESIGN FIRM Name: Clay Development 8 Construction Inc. Phone: 713-789-2529 Firm Address: 5599 San Felipe, Suite 1440, Houston, TX 77056 Designer Name: Carla Haramboure, ALA Emai: charamboure@claydevelopment.com Type of License: Architect License Number: 20896 PROJECT DESCRIPTION Start Date: 06/2011 Completion date: 06/2013 Estimated Cost: $7,755,000.00 Type of Work: New Construction Type of Funds: This project is privately funded, on private land for private use. State Lease No. : Scope of Work: New officetwarehouse building Does this building(s) have more than one level? No Are there any elevators, escalators, or platform lifts In this building? No Are there any boiler In this building? No This AB Project registration Confirmation Page, construction documents, and applicable fees must be submitted in accordance with the Texas Adrninistrative Code Chapter 68, Rule 68.51. If TDLR will be performing the review or inspection services, see Rule 68.80. If a RAS will be performing the review or inspection services, please contact the RAS as they set and collect their own fees, see Rule 68.75. In accordance with Rule 68.52, the owner of a building or facility must also obtain an inspection from the department or a registered accessibility specialist not later than the first anniversary of the completion of construction. Request for inspection shall be made by completing the Request for Inspection form and submitting it no later than 30 calendar days after the completion of construction. CITY COPY (' 11=(C 009E JUN - 2 2011 BY: CODE CONSULTANTS, INC. P.O. BOX 2:301 FRIE-NDSWOOD, TX 77549 281-554-4202 281-796-4415 COMcheck Software Version 3.8.1 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : Port Modal Construction Site: Owner/Agent: Designer/Contractor: 1400 SH 146 _ CDC ' La Pone, TX 5599 San Felipe St., Suite 1440 Houston, TX 77056 713-789-2529 Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 2a Building Type for Envelope Requirements: Non -Residential Vertical Glazing / Wall Area Pct.: 8% Activity Tvoets) Floor Area Office N & S (Office) 10540 Section 3: Requirements Checklist Envelope. PASSES: Design 0.2%:bet1er.than;code:.*A6+x.:r;ottdCi WrtgtiN4%K'W Climate -Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or PerimeterR-Value R-Value U-Factor U-Factc Orientation: NORTH Exterior Wall 4: Solid Concrete:7' Thiclmess,Normal Density, 3200 Furring: Metal Window 4: Metal Frame:Double Pane with Low-E, Tinted, SHGC 387 0.48 Exterior Wall 5: Steel -Framed, 16' o.c. - 3200 Door 4: Uninsulated Single -Layer Metal, Swinging 21 Door 5: Wood, Swinging 27 Orientation: EAST - Exterior Wall 6: Steel -Framed, 16' O.C. 3373 Door 6: Uninsulated Singte-Layer Metal, Swinging 126 Orientation: SOUTH Exterior Wall 1: Solid Concrete:7' Thickness,Normal Density, 3293 Furring: Metal Window 1: Metal Frame:Double Pane with Low-E, Tinted, SHGC 430 0.48 Exterior Wall 2: Steel -Framed, 16' o.c. 3200 Door 1: Uninsulated Single -Layer Metal, Swinging 21 Project Title: PortModal Reportdate: 0522/11 Data filename: CA Check\ COMcheck 71 PortModakCDC-051811.cck Page 1 11.0 0.0 0.201 0.151 — — 0.500 0.750 19.0 0.0 0.110 0.064 — — 0.700 0.700 — — 0.500 0.700 19.0 0.0 0.110 0.064 — — 0.700 0.700 11.0 0.0 0.201 0.151 — — 0.500 0.750 19.0 0.0 0.110 0.064 — — 0.700 0.700 ,* CITY COPY i�c cC � 04Yf� JUN - 2 2011 By.— --__ Door 2: Wood, Swinging 27 — 0.500 0.700 Orientation: WEST Exterior Wall 3: Solid Concrete:7' Thic kness,Norrmal Density, 3600 11.0 0.0 0.201 0.151 Furring: Metal Window 2: Metal Frame:Double Pane with Low-E, Tinted, SHGC 416 — — 0.500 0.750 0.48, PF 1.00 Window 3: Metal Frame: Double Pane with Low-E. Tinted, SHGC 344 — — 0.500 0.750 0.48 Door 3: Glass (> 50% glazing):Metal Frame, Entrance Door, 84 — — 0.500 1.100 SHGC 0.48, PF 1.00 Orientation: UNSPECIFIED ORIENTATION Roof 1: Metal Building, Standing Seam 10540 0.0 19.0 0.051 0.055 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 0 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. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 5. 'Other components have supporting documentation for proposed U-Factors. ❑ 6. Insulation installed according to manufacturers instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. O 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. 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 2009 IECC requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. ERNESTTAYLOR III, ICC COMMERCIAL ENERGY PLANS EXAMINER #5214467-78 Name - Project Title: Port Modal Report date: 05/22111 Data filename: CA Check% COMcheck T PortModal-CDC-051811.cc k Page 2 �Ty copy 17CIEOVE JUN - 2 2011 i COMcheck Software Version 3.8.1 Interior Lighting Compliance Certificate 2009 I ECC Section 1: Project Information Project Type: New Construction Project Title: Port Modal Construction Site: Owner/Agent: Designer/Contractor: 1400 SH 146 CDC La Porte, TX 5599 San Felipe St., Suite 1440 Houston, TX 77056 713-789-2529 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (B x C) Office N & S (Office) 10540 1 10540 Total Allowed Watts - Section 3: Interior Lighting Fixture Schedule 10540 A B C D E Fixture ID : Description I Lamp / Wattage Per Lamp / Ballast tamps/ $ of Fixture (C X D) Fixture Fixtures Watt Office N & S ( Office 10540 sq.R.) Linear Fluorescent 1: A: 2 x 4 Fluorescent / 48' T8 32W / Electronic 3 94 90 8460 Total Proposed Watts = 8460 Section 4: Requirements Checklist Lighting Wattage: ❑ 1. Total proposed wafts must be less than or equal to total allowed watts. Allowed Watts 10540 Proposed Watts 8460 Controls, Switching, and Wiring: Compiles YES ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration.. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Contiguous daylight zones spanning no more than two orientations are allowed to be control) d by a single controlling MOVE Project Title: Part Modal Report data: 05/22/19 CITY JUI'J - 2 2011 Data filename: CA Check\ COMcheck 7\ PortModal-CDC-051811.cck Page 3 CORMY BY. device. Daylight spaces enclosed I Is or ceiling height partitions and containing I fewer light fixtures are not required to have a separate switch IC. ;,,.feral area lighting. ❑ 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 hoteVmotel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. 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. Areas that use less than 0.6 Watts/sq.ft. ❑ 9. 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 10. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting'intended for 24 hour use. ❑ 11. Tandem wired one4amp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Interior, Lighting.PASSES:Design',20%betterthan code:ts: Z7R�r°`ftKY :".t +-::= '.'rvpvr a�.uft.^r;�,s ;k"?9.a E t�+a=;:�:� s, fir, or ltroµa� c Section 5: 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 2009 IECC requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. ERNESTTAYLOR III, ICC COMMERCIAL ENERGY PLANS EXAMINER #5214467-78 ----_....-...._ _......_.._._._. - -. % IT Project Title: Port Modal Repon date: OS/22/11 Data filename: CA Check\ COMcheck 7\ PortModal-CDC-051811.cck Page 4 � ® � hI( JUN - 2 2011 u� ey:__.__ COMcheck Software Version 3.8.1 Mechanical Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Port Modal Construction Site: Owner/Agent: Designer/Contractor: 1400 SH 146 CDC La Porte, TX 5599 San Felipe St., Suite 1440 Houston, TX 77056 713-789-2529 Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 2a Section 3: Mechanical Systems List Quantity System Type 6 Description 1 HVAC System 1 (Single Zone) : Heating: 1 each - Other, Electric, Capacity = 372 kBtu/h Cooling: 1 each - Split System, Capacity - 372 kBlu/h, Efficiency = 10.00 EER, Air -Cooled Condenser 1 Water Healer 1: Electric Storage Water Heater, Capacity: 10 gallons Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : O 1. Equipment minimum efficiency: Split System: 10.0 EER (9.7 IPLV) Requirements Specific To: Water Heater 1 : ❑ 1. No efficiency requirements for water heater with storage capacity less than 20 gallons. ❑ 2. First 8 ft of outlet piping is insulated ❑ 3. Hot water storage temperature adjustable down to 120°F or lower ❑ 4. Heat traps provided on inlet and outlet of storage tanks Generic Requirements: Must be met by all systems to which the requirement is applicable: O 1. 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 ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183 ❑ 5. Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations ❑ 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum j�� `L' �i O 7. R-5 supply and return air dud insulation in unconditioned spaces C Project Title: Port Modal Report data: Por11 u _ I TY Data filename: C:\Check\ COMcheck 7\ 7\ PortV Modal-CDC-051811.cdc Page 5 EY: COPY R-8 supply and return air duct insu'-`- outside the building - R-8 insulation between ducts and I lding exterior when ducts are part of a buildi sembly Exception: Ducts located w:....:.-quipment Exception: Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 9. Duds sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181E tapes and mastics ❑ 10. Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/bdne pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment. Exception: Fluid temperatures between 55 and 105'F. Exception: Fluid not heated or cooled with renewable energy. Exception: Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). Exception: Runouts <4 ft in length. ❑ 11. Operation and maintenance manual provided to building owner ❑ 12. Piping, insulated to 1/2 in. if nominal diameter of pipe is <1.5 in.; Larger pipe insulated to 1 in. thickness ❑ 13. Lavatory faucet outlet temperatures in public restrooms limited to 110°F (43°C) ❑ 14. Thermostatic controls have 5°F deadband Exception: Thermostats requiring manual changeover between heating and cooling Exception: Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. ❑ 15. Balancing devices provided in accordance with IMC (2006) 603.17 O 16. Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 fl2 in spaces >500 ft2) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception: Systems with heat recovery. Exception: Multiple -zone systems without DOC of individual zones communicating with a central control panel. Exception: Systems with a design outdoor airflow less than 1200 cfm. Exception: Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 17. 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 ❑ 18. Automatic controls for freeze protection systems present ❑ 19. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Exception: Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. Exception: Systems serving spaces that are heated and not cooled to less than 60°F. Exception: Where more than 60 percent of the outdoor healing energy is provided from site -recovered or site solar energy. Exception: Heating systems in climates with less than 3600 HOD. Exception: Cooling systems in climates with a 1 percent cooling design wet -bulb temperature less than 64'F. Exception: Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Exception: Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2'F below room setpoint temperature, c) cooled to no lower than 3°F above room selpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. Section 5: Compliance Statement 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 2009 IECC requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. ERNESTTAYLOR III, ICC COMMERCIAL ENERGY PLANS EXAMINER #5214467-78 __ _ ProjectTitle: PortModal Report date: 05/22/1t Data filename: C:1 Check\ COMcheck 71 PortModal-CDC-0518l1.cck Page 6 'F��Q9` CITY JUN - 2 2011 fr COPY �. � COMcheck Software Version 3.8.1 Mechanical Requirements Description 2009 IECC The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1.The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Split System: 10.0 EER (9.7 IPLV) Requirements Specific To: Water Heater 1 : 1.Service water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following minimum efficiency: No efficiency requirements for water heater with storage capacity less than 20 gallons. 2.Insulation must be provided for the first 8 fit of outet piping for a constant temperature nonrecirculating storage system and for the inlet pipe between the storage tank and a heat trap in a storage system. 3.Temperature controls must be provided that allow for storage temperature adjustment from 120OF or lower to a maximum temperature compatible with the intended use except when the manufacturer's installation instructions specify a higher minimum thermostat setting to minimize condensation and resulting corrosion. Documentation of the installation instructions must be provided to be exempted from this requirement. 4.Heat traps must be provided on inlet and outlet vertical pipe risers serving storage water heaters and storage tanks not having integral heat traps and serving a nonrecirculating system. Heat traps must be installed as dose as practical to the storage tank. Acceptable heat traps are either a) a device specifically designed for the purpose or b) an arrangement of tubing that fortes a loop of 3607, or c) piping that from the point of connection to the water heater (inlet or outlet) includes a length of piping directed downwards before connection to the vertical piping of the supply water or hot water distribution system. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1.AII equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2.Each heating or cooling system serving a single zone must have its own temperature control device. 3.Each humidification system must have its own humidity control device. 4.Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 53he system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55'F during heating and setting up to 857 during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2-hour occupant override, d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 63he system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. Proiect Title: Port Modal Report date: 05/22/11 �` Data filename: ,1�_ e: CA Check\ COMcheck A PortModal-CDC-051811.cck Page 7 v 1 TY j(�` JUN - 2 2011 C COPY 7.Air ducts must be insulated to thi,'-"-wing levels: a) Supply and return air ducts for c oned air located in unconditioned spaces (sG neither heated nor cooled) must be insulated with a minimum of R-5. t",,, ;.,boned spaces include attics, crawl spaces, ;.,.;; ated basements, and unheated garages. b) Supply and return air duds and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the dud and the building exterior. Exception: Dud insulation is not required on duds located within equipment. Exception: Dud insulation is not required when the design temperature difference between the interior and exterior of the dud or plenum does not exceed 15°F. B.Mechanical fasteners and seals, mastics, or gaskets must be used when connecting duds to fans and other air distribution, equipment, including multiple -zone terminal units. 9.AII joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked'181A-P' for pressure sensitive tape; '181A-M' for mastic or'181A-H' for heat -sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 1818 and shall be marked'181B-FX' for pressure -sensitive tape or'181 B-M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 10.AII pipes serving space -conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 12 in. for pipes <=1 1/2-in. nominal diameter, 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 12 in. insulation for pipes <=1 1/2-in. nominal diameter, 1 12 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 12 in, insulation for pipes <=1 M-in. nominal diameter, 3 in. insulation for pipes >1 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factory -installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55°F and 105'F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels. or electric power. Exception: Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 11.Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. 12.Service hot water piping, where required, must be insulated to 12 in. if pipe less than 1.5 in. nominal diameter. Larger pipe must be insulated to 1 in.. Pipe insulation will have a conductivity of less than 0.28 Btu.in/(h-ft2-°F). 13.Temperature controlling means must be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restrooms to 110"F. 14.Thermostats controlling both heating and cooling must be capable of maintaining a 5°F deadband (a range of temperature where no heating or cooling is provided). Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. Exception: Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 15.8alancing devices provided in accordance with IMC (2006) 603.17. 16.Demand control ventilation (DCV) required for high design occupancy areas (>40 person/1000 tt2 in spaces >500 ft2) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception: Systems with heat recovery. Exception: Multiple -zone systems without DDC of individual zones communicating with a central control panel. Exception: Systems with a design outdoor airflow less than 1200 cfm. Exception: Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 17.Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool -down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cffmtt2 Protect Idle: Port Modal Repon date: O5/22/11 .t��1�_ Data filename: C:\ Check\ COMcheck A PortModal-CDC-051811.cck Page iC O T O`IIIJUN - Z 2011 C 0 IWDY ply;_ at 1.0 in w.g. when tested in actor( - with AMCA Standard 500. Exception: Gravity (non-mod) dampers are acceptable in buildings less; hree stories in height. Exception: Systems with a y.1 outside air intake or exhaust capacity of 30: _.... (140 Us) or less that are equipped with motor operated dampers that open and close when the unit is energized and de -energized, respectively. 18.AII freeze protection systems, including self-regulating heat tracing, must include automatic controls capable of shutting off the systems when outside air temperatures are above 40OF or when the conditions of the protected fluid will prevent freezing. Snow- and ice -melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50'F and no precipitation is falling, and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40T. 19.Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness. Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. Exception: Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. Exception: Systems serving spaces that are heated and not cooled to less than 60°F. Exception: Where more than 60 percent of the outdoor heating energy is provided from site -recovered or site solar energy. Exception: Heating systems in climates with less than 3600 HDD. Exception: Cooling systems in climates with a 1 percent cooling design wet -bulb temperature less than 64T. Exception: Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Exception: Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2°F below room setpoint temperature, c) cooled to no lower than 3°F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. CITY -.- copy Project Title: Port Modal Report date: 05/22/11 Data filename: CA Check%COMcheck -A PortModal-CDC-051811.cck Page 9 JUN - 2 2011 I I M nagev, Dwayne From: Manager, Dwayne Sent: Thursday, June 09, 2011 2:09 PM To: Sterling, Brian Cc: Huber, Mark; Jennings, Sherry Subject: 1400 State Hwy 146 North Port Modal Centre Attachments: UVReport.pdf Brian, We are working on a building permit application for 1400 North Hwy 146 North ( as per the attached UV, Location ID # is 48254) However in our system the address is 1400 North 10`1'77 Is the official assigned address 1400 North Hwy 146? If yes can you get the address changed in our system to reflect the assigned address. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerd(@Iaportetx.gov E <q tiQss I N N N. ' \ � •' \ m AD Sh'T \1 1 P OAK f .--� `� z ASH = �� • z ELM F V a a� ,PINE ! 4 PEACH r _ SOUTH fir--<---`---------- ! u\ I \ f r,..fey►. lT..�. 1,� . Legend Railroad ��, ---Drainage Channels K Floodway ! ! 100 Year Floodplam I 500 Year Floodplain fl Costal Floodplan Parcels Cary mits Cit- sty of La Porte makes- anty ash the accuracy of this map and its information norto its fitness for use. Any user of tf5 map pmduct accepts the same AS IS, 15 and assumes all,esp ereol and further agrees to not hold the City of La Porte Liable Ion any damage,loss,or liability arising from any use of the map product ication of all mlormahon C00ta,ieo on th,S U shwld oe obtained by the end user o L4 3 City of La Porte 1 "=376 ' • '� r* 804 Porte,, TX 77 r7way La Porte GIS S Mapping e La Porte, on 77571 (281)471-5020 .. wwwlapoltebr.gov DI VFIO VMI NI s COtI51YYC110N INC.COMMERCIAL DE31GN-BUILDER3 TRANSMITTAL LETTER TO: City of La Porte 604 W. Fairmont Parkway La Porte, TX 77571 X ATTACHED ❑ PRINTS ❑ REPRODUCIBLE ATE: June 1, 2011 TTN: MARK HUBER JOB NAME: Port Modal E: ❑ UNDER SEPARATE COVER ❑ SPECIFICATIONS ❑ SHOP DRAWINGS ❑ COPY OF LETTER ❑ CHANGEORDER QUANTITY DESCRIPTION 2 EA. Permit drawings 2 EA. Various permits, Geo, TAS and other permit correspondence ITEMS TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ FOR YOUR USE ❑ APPROVED AS NOTE ❑ FOR REVIEW & COMMENT ❑ RETURNED FOR CORRECTIONS ❑ AS REQUESTED ❑ REMARKS: FROM: Mark Hayes SENT VIA: X MESSENGER ❑ FED EX ❑ FAX ❑ MAIL COPY: ECEPVE JUN - 2 2011 5599 San Felipe, Suite 1440 • Houston, Texas 77056 111 TeL 713/789-2529 • Fax 713/782-3755 h, t,, A .AAe.nliger, Dwayne From: Manager, Dwayne Sent: Friday, June 03, 2011 9:08 AM To: Meekins, Clif; Wise, Sandra; Simmons, Steven Cc: Huber, Mark; Ramos, Mario; Fitch, Dennis Subject: 1400 South Hwy 146 North Cliff, We have a set of plans ready for your review. 1400 North Hwy 146 North (Port Model Centre) The Plans are in the usual place. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 m e na ¢e rd C@ I a oo rtetx. sov ECEIVE�•; nYOF LA PIXiTE PLANNiNGeEPMiNIENT MAY" �J VV �(• Spy Wilt Fainnant P'k; y. La Podq TX 77571 r'If1j -1!',� " Olfiee: 2ii "".'.d Fac 2e1.47p.5pa5 wixwJapone�0ov APPLICATION for ADDRESS, UTILITY VERIFICATION & DRIVEWAY CULVERT/ (Note: Complete info. in dashed box only. Partial or incomplete information vnll delay processing of your application) // - -------------------------------------------------- I PROPERTY OWNER OWNER'S AGENT: I I t Name: G4+y p EdELOPmt> tAT 4 CcA ST(t,V cu la4 Name: Phone# 8 — 529 Phone# I Fax it. f? 13 —1 82 — $155 Fax #: I I r E-Mail: C I4rel eV e-�o�»lurt:ewsE-Mall: I PROPERTY INFORMATION: I ' I Current Property Address (if existing): IL�pO STYE riW� I46 rJOSLTI—� ��1-£ASS YpFY) I 000 - 006 1 HCAD Acct No. of Property (13 digits): n 2'1 - � - I 1 Legal Description of Property P. Ur O LAo4 A moMrT I I )Oli'rISOrJ {-:�1rlTr<st.. SufCVE,�4 r A335TR.ts�-T- I'`l._ I 35 `SITE PLAN INFORMATION Oor site plan submittal only): I Development Name: �O¢T r`iOpAL Cf�r2E I I I Description of Project :!2 00� O00 S f O FFI LE NfARE ",0Q 5 E � New Bulling or Expansion? (J Eta d�y%�_DtrIcI `Note: AppOcant must submit 6 copies of site plan to City + $100 Site Plan Fee for up to 5 Acres+ $5.00 for each additional acre I I I MY PR dECT WILL REQUIRE check applicable): I DDRESS (Include Survey, Sketch Plan or Ste Plan llustrating subject property w/ existing & proposed improvements) I I I UTILITY VERIFICATION (Include Survey, Sketch Plan or Ste Plan Oiustrating subject property w/ existing & proposed improvements) I I 1 I JLJ `DRNEWAY CULVERT SIZE (Include Survey, Sketch Plan or Site Plan illustrating subject property wl existing & proposed impmvements) l I I `Note. For Driveway Culvert on Hams County Roads, call. 281.452. 7598 I FbrDnvewayCuhretoniXDOTRoads, Call. 281.464.5503) I ADDRESS ASSIGNMENT IG�fbv Cttvl. Street a /� St. Prefix: SL Name: S- St. Suffoc Loc 1D # Jyg Coundl Dist CityPlanning Sector Zoning Dist UTILITY VERIFICATION (bv City): Water Available to Proper,,? -. roper,,? LrGYes ❑Now L� Extension Required Location of Nearest Water Main: 49 T/rll//ffi Sanitary SewerAvallabletoProp'V: 2Yes ❑N� enslonReqrlrad Location of Nearest Sewer Mai¢�rT/%� Size: (P `DRIVEWAY CULVERT SIZE MY CRY)SITE P RECEIPT INFORMATION !ar Use on E Site Plan Numb LF. of RCP RecegrtNumber Fee Amt Collected i/pon purchase and delivery of driveway Wh ert cvntad the City's Public Cashier. - Works Department at (261) 471-9650 to schedule residential instaCa#on on - Date Received: Cilvmaioteined Roads on* I- Texas Department of Licensing and Regulation AB Result Listing The following data reflects some of the current information available to the Department for the referenced construction project and may include corrections to the original registration. This document can be used in lieu of the AB Project Confirmation Page as verification of registration. Project Number: EABPRJB 1811686 Estimated Start Date: 06/01/2011 Current/Last Action: Project Filing Fee Received Estimated Completion: 06/01/2013 Status: Project Logged Estimated Cost: $7,755,000.00 Plan Review By: Job Class: New Construction Owner Class: Private Project Name: Port Modal Project Address: 1400 State Hwy 146 City: La Porte 'Lip: 77571 County: Harris Scope of Work: New office/warehouse building Building/Pacility Name: Port Modal fenant: 0wner: Clay Development & Construction Inc. Design Firm: Clay Development & Construction Inc. Search Again I Back Click here to reprint confirmation page Privacy and Security Policy I Accessibility I Open Records Policy I Link'Policy I Compact with Texans Texas Online I TRAIL Search I Texas Homeland Security I Links I Where the Money Goes LA PORTE FIRE NMRSI- AL9S OFFICE "PLAN REVIEW" Date 06/13/2011 Business Name Port Modal Centre Address 1400 Hwy 146 north Type of Review Construction Contractor Clay Development Reviewed by Clif Meekins, Fire Marshal Approval YES The Applicant shay l,e nasowslbh to ansun the dull apechbfbns andplans an complete amend In compliance with the requirements set forth In Me 3001 Inhrnationsl Fin Code (IFC) as well as the applicable nlenhead Stmdslds listed in Chapter45 of me =1 IFC. This plan review Is not lefended to be fully Inclusive as otherrequbememm s may be Imposed as warranted by flee Fin JW[s Ml was CMmed necessary du(nq on• she Inspections by the Fin YarahaPs OfIkC The following items are identified by the Fire Marshal's Office during the plan review: 1) Fire Sprinkler shall be installed in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 13, 1999 Ed. Separate plans shall be submitted from a Fire Sprinkler company with an RME seal. 2) Building shall be protected by a Fire Alarm in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 72, 1999 Ed. Separate plans shall be submitted for Fire Alarm. 3) All Exit doors shall have Fire/Panic hardware installed prior to final inspection. 4) Ensure all exit doors and egress path have proper Exit/Emergency lights per the 2003 International Fire Code. Exit/Emergency lights shall be installed prior to the Fire Marshal's final inspection 5) Building will require a "Final" inspection by the Fire Marshal's Office prior to moving any furniture, tenants and/or personnel into building. E 120 South 2nd Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 :: ARF� TyF T�THF/OqFFO CygN�� F�U/R��p�N�q 19 Huber, Mark Frond: Harrod, Curtis Sent: Thursday, May 12, 2011 11:31 AM To: Huber, Mark Cc: Menager, Dwayne Subject: PORT MODAL CENTRE - WATER TAPS FEES MARK: I /� THE LATEST VERSION OF THE SITE PLAN INDICATES (1) 1-1/2 DOMESTIC METER AND (1) IRRIGATION METER. THE APPROPRAITE CHARGE WILL BE FOR ATAP & METER INSTALLATION FOR BOTH SERVICES MENTION ABOVE. THERE WERE NO NOTES ON THE SITE PLAN OR CONSTRUCTION PLANS TO SUGGEST OTHERWISE. NO CHARGE FOR SEWER CONNECTION. CONTRACTOR TO INSTALL NEW MANHOLE W/6" CONNECTION. CURTIS/. 5/3 1 jfiO4,1WeztFarrmDntPsrk=y, Ec u+ - OF lA PORIE PLANNING Pork, TX VENT uu AAy ` � 's ✓ La Porte, TX 77571fice: 261.471.50M, Fax 261470.5005 rave laportebcgov APPLICATION for ADDRESS, UTILITY VERIFICATION & DRIVEWAY CULVERT (Note: Complete info. in dashed box only. Partial or incomplete information will delay processing of your application) --------------------------------------------------- PROPERTY OWNER OWNER'S AGENT: Name: Qu4 9MycTicA Name: Ad'l I Phone# S 9 — 25 29 Phone# 1 Fax #: %,13 -I 82 — 3155 Fax # t I E-Mad: M h 4%%J Z D C � e-E-Mal: I PROPERTY INFORMATION: I I Current Property Address (if existing): ILio0 574TT- WY 14b rIoy.'r14 (—FL*A5k,YJ,94)eY)1 HCAD Acct No. of Property (13 digits): D Z'1 - e) 15 _ O O O O O O Legal Descrpbon of Property 1 8 25 2 Ac Q znp. c r o 1- lI>rt D Lt) ceT*12' I r`� T1i E I 1 � oi�rJSo►.1 0 QA'Tf 4)- 5ulz%A E4 5 I 'SITE PLAN INFORMATION (for site plan submittal only): I Development Name: P09'1- "t)'DA C A E I I Description of Project: 4200,000 S f O Fa e-E. t-f A)2fr AtQ $ E I New Budding or Expansion?: rP E W Jlu r P rr4 G Note: Applicant must submit 6 o*es of site plan to City+ $100 Site Plan Fee forup to 5 Acres+ $5.00 for eadt addiffonal acre I 1 I I MY PROJECT WILL REQUIRE check applicable): 1 DDRESS (Include Survey, Sketch Plan or Site Plan illustrating subject property w/ existing & proposed improvements) I 1 UTILITY VERIFICATION (include Survey, Sketch Plan or Ste Plan illustrating subject property wl existing & proposed improvements) I 1 I 'DRIVEWAY CULVERT SIZE (Include Survey, Sketch Plan or Site Plan illustrating subject property w! existing & proposed improvements) I I I `Note. ForDdveway Culvert on Hams County Roads, call, 281.452.7598 I 1 ForDrivuvvayCuhwton TXDOTRoads, Call.281.464.5503) 1 I I ADDRESS ASSIGNMENT (by City): Street I A� St. Prefuc St. Name: — IZI / St. Suffnc Loc ID # Z� Coundl Dist 4/z—_ City Planning Sector. 145 Zoning Dist PAD UTILITY VERIFICATION (by Citvi: �// \ (� 010 LS • ad ge,- kb ' Ct3 Water Available to Property?: Yes/1 ❑ No ension Required Location of Nearest Water Main: �D7D7?Tfil// 9��t57 �1?7/r��v� fi/L Size: / San" Sewer Available to Property?: L� Yes ❑•�N�oi �fE L�E� $Ion Rewired / iF Location of Nearest Sewer Main,li/&_j S/�E � Size:(a *DRIVEWAY CULVERT SIZE (by City): � SITE P RECEIPT INFORMATION (brat um on- : Site Plan Numb . LF. of RCP Receipt Number Fee Amt Cpdected 'Upon purchase and delivery of dfivesay cuher(, contact the City's Pubk Cashier. Works Department at (28f) 471-9650 to schedule residandat hrsfa0'atlon on Date Received: CiNv4wrdetned Roads ony. �� CIS ,�—.� � - i � rr►+� � �'� goo AA I ab V ell a arm IA FAI r, I / / I I s _ I ' /. I A irur __ Ir' ' / _______ IIII II 11111 III II I'll it.-_________7i7/ri�=�i7ffSs__ Ita I , / I _ I a . _ I I _ I R1► I UI 1w 1 ____a, ttttt/av a1���1' •'�.���dV�i�. ����t! uTi ��rt' •�7.T�t I I I Huber, Mark From: Huber, Mark Sent: Thursday, May 12, 2011 9:40 AM To: Malik, Masood Cc: Huber, Mark Subject: RE: Address Changes to Port Modal Centre Need email from you regarding the trigger for deadline of receipt of recorded plat. Mark W. Huber Deputy Building Official City of La Porte, Planning Department p(281) 470-5067 f (281) 470-5005 huberm a(7laportetx.gov From: Malik, Masood Sent: Tuesday, May 10, 2011 5:17 PM To: Powell, Kathy; Sterling, Brian Cc: Huber, Mark; Slaton, Rodney Subject: RE: Address Changes to Port Modal Centre Per discussion with the developer, once a portion of North 81" Street is closed/abandoned, the property shall be replatted. thx.m From: Powell, Kathy Sent: Tuesday, May 10, 2011 11:50 AM To: Sterling, Brian Cc: Malik, Masood; Huber, Mark Subject: RE: Address Changes to Port Modal Centre There are two account associated with this property one is 027-083-000-0001 with 50% undivided interest and the other 027-083-000-0014 with the other 50% undivided interest. Are these accounts going to be required to be combined or replated77 Thanks, Kp From: Sterling, Brian Sent: Tuesday, May 10, 2011 11:25 AM To: Powell, Kathy Cc: Malik, Masood; Huber, Mark Subject: Address Changes to Port Modal Centre Kathy, LX indicates the following four addresses tied to the former Oak Park Trailer Park tract (027-083-000-0001): 1. Main - 1400 N TENTH ST (UB) 2. * - 1306 N TENTH ST 3. * 1308 N TENTH ST 4. " -,1400 % N TENTH ST (UB) —TXC _ .-4NDSCAPE METER Please inactivate the following addresses tied to this parcel: 1. 1306 N TENTH ST 2. 1308 N TENTH ST Please change the following UB addresses as follows: 1. FROM 1400 N TENTH ST to: 1400 SH 146-NORTH 2. FROM 1400-1/2 N TENTH ST to: 1400-1/2 SH 146-NORTH Please contact me if you require any additional information. Thanks for your assistance. Sincerely, BS 2 i Menager, Dwayne , From: Herrod, Curtis Sent:., Thursday, May 12, 2011 11:13 AM , To: Menager, Dwayne cc: • Huber, Mark Subject: RE: 1400 State hwy 146 Port Modal Center DWAYNE: I I i ' THE DRILLER'S LOG IS ACCEPTABLE AS SUBMITTED. NO ADDITIONAL COPIES,OR ACTION IS REQUIRED. CU RTIS/. From: Menager, Dwayne Sent: Tuesday, May 10, 2011 11:15 AM To: Herrod, Curtis Cc: Huber, Mark Subject: 1400 State hwy 146 Port Modal Center We have received a copy of the report from the company that plugged the water wells out at the former mobile home park Is now the Port Modal project that Mark Hayes with Clay development is working on. Do you need a copy of this report confirming that water wells have plugged or do already have confirmation? Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menaserdCdlaoortetx.aov ' 1 EBy— (GSD.EPC) Permit to Construct Access Driveway Facilities Fo ose on Highway Right of Wa ( .enoo4) g Y g Y Pape t of 2 To: Clay Development _ Hwy. SH 146 Permit No. 11-0636 5599 San Felipe Ste 14400 _ Control 389 Section 12 Houston, Tx 77056 713-789-2529 (Phone) The Texas Department of Transportation, hereinafter called the State; hereby authorizes Clay Development, hereinafter called the Permittee, to construct/reconstruct a Commercial access driveway on the highway right of way abutting highway number SH 146 in in Harris County, located E Barbours Cut Boulevard, re� Subject to the Following: I. The Permittee is responsible for all costs associated with the construction of this access driveway. �� S 2. Design of facilities shall be as follows and/or as shown on sketch and is subject to conditions stated below: 1 Provide 145' wide with 50' radii and 1-35' wide with 30' radii commercial driveways in a curb and Rutter section of SH 146. _ All Construction and materials shall be subject to inspection and approval by the State. vi Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State. 4, The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands, or tanks shall be located at least 12 feet from the right of way line to ensure that any vehicle services from these fixtures will be off the highway right of way. 6, The State reserves the right to require a new access driveway permit in the event of a land use change or change in driveway traffic volume or vehicle types. 7. This permit will become null and void if the above -referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 8. The Permittee will contact the State's representative Mr. Johnny Guice at telephone (281) 464-5540 at least twenty-four (24) hours prior to beginning the work authorized by this permit. April 18, 2011 Date of Issuance Texas Department of Transportation Quincy . Allen, P.E. Director of Maintenance Houston District The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access driveway on the highway right of way. Date: Signed: (Property owner or owner's representative) p ry- ma d�.l Pik Huber, Mark From: Powell, Kathy Sent: Tuesday, May 10, 2011 11:50 AM To: Sterling, Brian Cc: Malik, Masood; Huber, Mark Subject: RE: Address Changes to Port Modal Centre There are two account associated with this property one is 027-083-000-0001 with 50% undivided interest and the other 027-083-000-0014 with the other 50% undivided interest. Are these accounts going to be required to be combined or replated?? Thanks, Kp OuL *PAW m` 5 r i% V t 1 From: Sterling, Brian Sent: Tuesday, May 10, 2011 11:25 AM To: Powell, Kathy 1 I Cc: Malik, Masood; Huber, Mark Subject: Address Changes to Port Modal Centre Kathy, LX indicates the following four addresses tied to the former Oak Park Trailer Park tract (027-083-000-0001): 1. Main - 1400 N TENTH ST (UB) 2. • - 1306 N TENTH ST 3. ' - 1308 N TENTH ST 4. " - 1400 36 N TENTH ST (UB) —TXDOT LANDSCAPE METER Please inactivate the following addresses tied to this parcel: 1. 1306 N TENTH ST 2. 1308 N TENTH ST Please change the following UB addresses as follows: 1. FROM 1400 N TENTH ST to: 1400 SH 146-NORTH 2. FROM 1400-1/2 N TENTH ST to: 1400-1/2 SH 146-NORTH Please contact me if you require any additional information. Thanks for your assistance. Sincerely, BS r Huber, Mark From: Sterling, Brian Sent: Tuesday, May 10, 2011 11:25 AM To: Powell, Kathy Cc: Malik, Masood; Huber, Mark Subject: Address Changes to Port Modal Centre Kathy, LX indicates the following four addresses tied to the former Oak Park Trailer Park tract (027-083-000-0001): 1. Main - 1400 N TENTH ST (UB) 2. • - 1306 N TENTH ST 3. * - 1308 N TENTH ST 4. * - 1400 f, N TENTH ST (UB) —TXDOT LANDSCAPE METER Please inactivate the following addresses tied to this parcel: 1. 1306 N TENTH ST 2. 1308 N TENTH ST Please change the following UB addresses as follows: 1. FROM 1400 N TENTH ST to: 1400 SH 146-NORTH 2. FROM 1400-1/2 N TENTH ST to: 1400-1/2 SH 146-NORTH Please contact me if you require any additional information. Thanks for your assistance. Sincerely, PP, i 1 Huber, Mark From: Menager, Dwayne Sent: Tuesday, May 10, 2011 11:15 AM To: Herrod, Curtis Cc: Huber, Mark Subject: 1400 State hwy 146 Port Modal Center Curtis, We have received a copy of the report from the company that plugged the water wells out at the former mobile home park Is now the Port Modal project that Mark Hayes with Clay development is working on. Do you need a copy of this report confirming that water wells have plugged or do already have confirmation? Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menaaerdC@Iaoortetx.gov u� GUY OF LA PDRIE PLANNaIG DEPARINEHr a 9 - 1u, 604 West Fam rd Parkway, Le Pede, TX 77571 Office : 281.471.5020, Fax 291.470.5D05 a Japfl taKaav nr APPLICATION for ADDRESS, UTILITY VERIFICATION & DRIVEWAY CULVERT (Note: Complete info. in dashed box only. Partial or incomplete information will delay processing of your application) --------------------------------- -------- ---- - - - - -i PROPERTY OWNER: OWNER'S AGENT: Name: C-ry P061.0mviT 4 Qk.*179VcT)Q4Name' Phone#.iQ 18!1-2,8529 Phone# I Fax#: H 13 Fax t. l I E-Mad: m h %!Ies OP al Au deytI ft�veurF. ear E-Mad: I PROPERTY INFORMATION: I Current Property Address (dexisting): 1401z 574TE 14 b r4 owrt { � l HCAD Acct No. of Property (13 digits): n Z'1 - �000 - 0001 _ - I Legal Description of Property 1L ' Qi 25 2 Ac*-rL 7YLPt.T of: LAA 0 Loc^TEJJ 1 W A fb r �oi�tJ5o..1 i-I�rl'it 5uttyE�, ABsrr�a�-r (40 35 I `SITE PLAN INFORMATION ffor site plan submittal only): r Development Name: �OSLT 1'�IOUA L Crl'1"2� I � I Description of Project: g00�000 Sf- OFri, C.L /W&ftAcioSfe I I l New Building or Expansion? tJ EoJ Ay %�-D L14 Ca 1 r *Note: Applicant must submit 6 copies of sib plan to Cify + $100 Site Plan Fee forup to 5 Acres+ $5.00 foreach addf6onal acre I I 1 MY P dECT WILL REQUIRE check @pplicalolla : I 1 DORESS (Include Survey, Sketch Plan or Ste Plan illustrating subject property wl existing 8 proposed improvements) UTILITY VERIFICATION (Include Survey, Sketch Plan or Ste Plan Ihrshating subject property wl existing 8 proposed improvemerts) I I r 'DRIVEWAY CULVERT SIZE (Include Survey, Sketch Plan or Site Plan illustrating subject property wl existing 8 proposed improvements) l ADDRESS ASSIGNMENr (by Ci Street 11 Loc 1D # 'Note: ForDdveway Culvert on Harris County Roads, cat(' 281.452 7598 For DrivevvayCuhrerton TXDOT Roads, Ca8:281.464.5503) St. Prefix: St Name: -- Council Dist City Planning Sector. UTILITY VERIFICATION by City): Water Available to Properly r ❑ Yes ❑ No Location of Nearest Water Main: Sanitary Sewer Available to Property?: ❑ Yes ❑ No Location of Nearest Saw Main *DRIVEWAY CULVERT SIZE (by C. LF. of „RCP •Upon purchase and dabvery of driveway culvert, contact the City's Public Wado; Depwonent at (tap 471-9650 to schedule residenfiat installation on C44m kdalned Roe& wkl.. St. Suffix: - Zoning Dist.- --- -- ❑ Extension Required Srzs: ❑ Extension Required - - - - SIm SITE PLAN RECEIPT INFORMATION 06n0V Uae OrK Site Plan Number. Receipt Number Fee Amt Collected Cashier Date Received: [ " "- �It' ova" �5/V 0 l tfivt - 06. ' APR-07-2011 05:05 OSSELL & SONS 0 281 351 6454 P.02 Texas Department of License and ego a ton water VM DiVerMiurnp lnatalar am Ties furor moat bewmpintal P.O. Box 12157 Ausgn, Tetras 787I1 (512)4&3-lee FAX (512)453-8515 and Bled wdb the dgwt=t Email address: avatar welltllicenaasmta.tx.vs within 30 days followingthe Plugging of the well. 04 r. Name Addius CTry State zip Courtly PBysiaal Addroan filly state Zip o Gr' 4 4) Type of Well Water Monitor Injection De -Watering S) NT IMII, pump InaYOer,or I.aadowoerperfm+oiog Ihupbggmgapemtiona Host beak and idomi[y da Imam M'tha wcR wi9aa ■ speoBlc gda mi h full scale pidded map avaseblc Burn Trans Natwal Resource informatbn Service. Mis loradon ofthe well slwuW be denoted within Ila gdd by placlogamvecpendiegdorM eaequareto the dgJit. Thelegaldacriplioniseptiwtd. -n:M ...T� ki .•.1"\v ��t^'p lrr 'P. i:Vrr4. i 6) Driller 1.�� License Nm 7 Drillad vush! 8 Dismeterofhoie '3 Inches 91 Total) death ofwell feet. YN I 10) Data well plugged ! l I I)REMOVE ALL REMOVEA$L.E CASING Pleaec check box beside the method of plugging used 12)Name of Drillor/Pump Installer or Well Owner performing the plugging rull Tremmle pipe cement from bottom to top. License No. Trenunle pipe bentonite from bottom to 2 feet foam From surface, cement ttgi 2 Feet - • ^- �• a a� a. -; r " ` ' ❑ Pour in 3/8 bentonite ohlps when standing water In n d ' well is Joao than 100 duet depth, cement top 2 feet. ❑ Large diameter well filled with clay material them top to bottom. e' CMe yr OtFlr GAI,* ;vlsh� p.. .' .. .. r.t-. \'J '. I.-'rl:.-. •:1 .. �Y �,��aa�, �p�py ��r�, � '• �:.'+y`n.� -' :fi'.'..)V ry ++was^�:,.i�!^ye""''I t. .c �:'.'..:......L, �t<' .. .E ........ ..,.�, „4!.7a:•;A•''. , .1...'... _:M'.-,r>.. .•i :.:. "... .4'�.'i:'.'i i. '... I... .Al:",,V%i::: i:.' rYjs�:..x K• I eerti ry that I plugged this wall (or the well was plugged under my aupervlsion) and that all of the statements herein are true and correct I understand that failure to complete itoma I through 13 will result in thu repurt(s) being roturned for completion and resubmitted. Company or Individual'a Name (typo or print) $ t 11 y, 6.&5C ., Address rd DOW ar -)F City 722jrn "I I I State -?,V, 11 6s':..>,:,.Gr,' TALK FORM a004wWD Wirer.-TDLR Fdkir. Droner Plea- DrlNer/Pxmp lnatalkr APR-07-2011 05:06 SSELL & SONS 291 351 6454 P.03 exaa Deparlonent of Licenme and Regulation hysfannmuabe completed Water Wen 041tealsomp in&tellef Pre P.C. tbat/ 12167 Au17M, Texas 78711 fS12)483-7840 FAX ($12)4ti3-d61 B and Bled with the deparsnont Email addren:WA=r. ll&lCen&Cstatetxxfi within 30 days following the plugging of the web. t. 1 't' '• :•�..����w��, :�:{iFai��i�' •`�tC'Y �er•' '':�: '3td ,E.'. . �.. ,. Or S� aI /IV ems UE b.eA,IL aly State ctu n'x .'11 oS'IL .r ...... ....:'.... � Jim :.'..:. . r_ Coin • f-IMA1.S Phyakal Address pb / City �� Ska rx. Zp ?T'.f f Ovvner'i Well N tl 4) Type of Well XWater Monitor U Nectlan LJ D&Watering S) Ni Dri4 Ptunp Installer, orI.amlowaerpedformyng the pkigging operAiunr must locus and identify the location of the wen within a t gdd on .Mfic a tall scale giidded map available bnm Tcxaa Natural Resnume IntLmntion Service. 'rbe location of the wellfiouldbe donated within the Vid by pkcing a wnmpeading dot in the sgtwe to the right. The legal dmiptim is oplional 6)Drill" Llim»as No. g W X/ 7 Drilled /Ili 8). Distinct" of hole S Inches 9)Total depth of well feet. >� :air r..`}. `• � .'.i '^ s .a ' . 1 / 1t) REMOVE ALL REMOVFABLE CASING 10) Date well plugged oY / pl.me check hex beside the method of plugging u?ed 12)Namc of Drillcr/Pump lnstallcror Well O cr.perfonning the plugging TR o 1 i e l� Trummie pipe cement from bottom to top. Liceusa No. '` "q^•�- "• Tremmie pipe hentnnite, from bottom to 2 fact from �'� �` iYs" Prom surface, cement top 2 feet, j� . n:,rf • Pour in 3/8 bentonite chips when SGmding water in well is less than 100 feet depth, cement top 2 teed. Large diameter well filled with clay material from top to bottom, ,y '[J'y 1 i'•l i F . M. `r is ',�f;.' w.'el e i av i mr+rtlai a„dtd 1(4 YA certify that l plugged this well (or the well was plugged under my supervision) and that all of the statements heroin arc true and eurreut. I understand that failure to Complete items I through 13 will result in the report(&) being returned for completion and resubmitted. Company or individuals Name (type or print) C a Address P �FJ rS Cit [t7 State Zip 922 � •W... a'�P'.".. , ::; ... .. ;Alta, :. .. - �. _..PWu!E19'?; .t+, �..'.:.. . TUR FORM apM W Wn WMre-Tntp fdlaw.owpr Pink- orlaa✓PaenP lmINF&F TOTAL P.03 Huber, Mark From: Huber, Mark Sent: Tuesday, April 12, 2011 10:45 AM To: Menager, Dwayne Cc: Huber, Mark Subject: FW: PORT MODAL CENTRE Dwayne, see me on this. MH Mark W. Huber Deputy Building Official City of La Porte 00T� Office: (281) 470-5067 Fax: (281) 470-5005 �V huberm@laportetx.Rov From: Herrod, Curtis Sent: Tuesday, April 12, 2011 9:33 AM To: Malik, Masood 00000000�— Cc: Slaton, Rodney Subject: PORT MODAL CENTRE MASOOD: THE CONSTRUCTION DRAWINGS FOR THE RELOCATION OF 10" WATER LINE AND THE 6" SANITARY SEWER FORCE MAIN IS APPROVED AS DESIGNED. A STAFF STRONGLY URGES THE DEVELOPER TO CAP THE ABANDON WATER WELL KNOWN TO BE ON THIS SITE AND PROVIDE A COPY OF THE DRILLER'S LOG TO CITY. FAILURE TO PROPERLY PLUG THIS WELL CREATES THE POTENTIAL TO COMPROMISE THE GROUNDWATER AQUIFER. Source of the City's Drinking Water) THIS ISSUE WAS BROUGHT TO THE ATTENTION OF THE DEVELOPER DURING THE PRELIMINARY REVIEW OF THIS PROJECT AND HAS NOT BEEN SATISFACTORILY ADDRESSED. TAFF FURTHER RECOMMENDS THAT A CERTIFICATE OF OCCUPANCY IS NOT ISSUED UNTIL THE MATTER IS RESOLVE. CU RTIS/. ---- ----c.-4a..P., P------ __�.� M� V- V - - 13_ -� -- - ---- -- =--- - - - -- - ----- ---- ---- ------ --- /I - I 1 -raJJ_ras al. it _' irri :�✓ate=•��74Ls .l:: �- ' t 'y Wiy✓✓J!'..-fir.. S _i .-. /_ ' _♦ _ _ i z 'jam / a p / I • 4 • 'ir�11 l Huber, Mark From: Herrod, Curtis Sent: Tuesday, March 22, 2011 4:18 PM To: Huber, Mark Subject: PORT MODAL CENTRE ( CLAY DEVELOPMENNT PROJECT) Attachments: WATER AND SANITARY SEWER RELOCATIONS -.doc MARK: HERE ARE STAFF COMMENTS ON CONSTRUCTION PLANS FOR THE RELOCATION OF THE WATER AND SANITARY SEWER FOR THIS PROJECT. OUR MARK UPS ( RED LINES) WERE RETURNED TO MASOOD ALONG WITH THE ATTACHED COMMENTS. CURTIS/. Of 4 w 9 Public Works Utility Department Plan Review March 21, 2011 Project: Port Modal Centre 1400 State Hwy 146 Comments 1. Sheet C1.0 -No water or sewer connections shown for proposed development. 2. SheetCLO -Confirm fire hydrant placement is adequate for proposed development. Force Main Sheet 1 Sheet 2 Sheet 3 3. Existing waterline is 10" — Consider reducing size of new line to 10 " 4. No need to keep manhole 5. For abandoned sewer- call out abandon in place or abandon and remove 6. Call out (2) mechanical joint bends with restraint glands 7. Call out pipe type — Green C-900 PVC 8. Call out mechanical joint bends with restraint glands 9. Call out pipe type — Green C-900 PVC 10. For abandoned sewer- call out abandon in place or abandon and remove 11. Callout mechanical joint bends with restraint glands 12. Call out pipe type — Green C-900 PVC 13. For abandoned sewer- call out abandon in place or abandon and remove 14. Call out cement plug on abandoned line at manhole 15. Tie—in manhole and sewer line not shown in easement 16. Show 10" waterline plug on north side of proposed TS&V 17. Delete comment' tie in to existing force main in manhole" Force Main — contd' 18. On profile view call out to tie in force main at existing invert elevation 19. On profile view call out to bench existing invert as needed to promote unobstructed flow Waterline Sheet 1 20. Callout mechanical joint bends with restraint glands 21. Call out pipe type — Blue C-900 PVC 22. For abandoned waterline- call out abandon in place or abandon and remove 23. Call out proposed plug as 10" 24. Match Line does not match sheet 2 of 5 ( Sta. 5+14.20 ) Sheet 2 Sheet 3 Sheet 4 Sheet 5 24. Callout mechanical joint bends with restraint glands 25. Call out pipe type — Blue C-900 PVC 26. For abandoned waterline- call out abandon in place or abandon and remove 25. Match line does not match sheet 1 of 5 ( Sta. 5+32.18 ) 27. Callout mechanical joint bends with restraint glands 28. Call out pipe type — Blue C-900 PVC 29. For abandoned waterline- call out abandon in place or abandon and remove 30. Callout mechanical joint bends with restraint glands 31. Call out pipe type — Blue C-900 PVC 32. For abandoned waterline- call out abandon in place or abandon and remove 33. Callout mechanical joint bends with restraint glands 34. Call out pipe type — Blue C-900 PVC 35. For abandoned waterline- call out abandon in place or abandon and remove 36. Matchline station number incorrect 37. Show existing utilities in an easement 38. Show 10" plug on north side of proposed TS&V 39. Existing water main is 10" Construction Notes Sheet C 4.0 40. Sanitary Sewer Notes #4- C-900 for force main and schedule 40 for tap connections 41. Sanitary Sewer Notes #20- Green C-900 PVC for force main 42. General Notes #11 — Notify Public Works at 281-471-9650 for inspection 4INSPECTION SERVICES LDEVELOPMENT SITE PLAN CHECKLIST �/A �,[, �i�6N. a Job Address: � / U O A4 ! L #N i —LV Development Name: f'o 1 ad A L. U e, WM ie.,,, Type of Business/Development: ew OR Addition CLP Project No.: # II - 83 - 000W ( Date Rcv'd. in Inspections: - Z Z Legal Description: /y'� Gd s b o w n ry .5 / k pl*ty Zoning: u n _ SIC No.: # Allowable Use? Y OR N P & Z and/or C.C. Action? Ord./Permit #s: ,, J lV e e d Q� �Fd (1AL Street/Alley Closing Action? Ord. #s: pv , 8 S Rfl UJ -60 be. cj FORMAT Engineer or Surveyor Sealed (Dev. Ord #1444; App. E) Yes or (! Development Name Shown (Dev. Ord #1444; App. E) es or .No Development Type Shown (Dev. Ord #1444; App. E) Yes or No Legal Description Shown (Dev. Ord.#1444; App. E) Yes or No Job Address Shown (Dev. Ord #1444, App. E) Yes or No Building Footprint Shown (Dev. Ord #1444; App. E) Yes or No Scale of Plat Shown (Dev. Ord #1444; App.E) es or No North Arrow Shown (Dev. Ord #1444; App. E) Yes or No Utility Easements/Alleys - Shown? (Dev. Ord #1444; App. E) Yes or No (If Applicable) Flood Zone - "�" - Shown? (Dev. Ord #1444.-App. E) Yes or No B.F.E. - NCR- - Shown? (If Applicable) Flo d Plain Development Permit Required? Received? Inspection Division Site Plan Checklist SPECIAL PERMITS 6 iveNy/Culvert Permit Required? (State or County or City) (State I pfr keiintyor City) (Obtain Copy) (Obtain Copy) UTILITIES Page 2 Yes or No A4L � Utility Verification Completed? Results: \ a) Water Available w/o Extension Yes or to b) Sewer Available w/o Extension Yes or c) Utility Extension Agreement Needed? or d) Utility Easement Agreement Needed? es or No Water Development Fees - (Ord # 759F) $ 7 Water Tap Size —( ) (Ord # 759E) $ Irrigation Size - ( ? ) (Ord # 759E) $ Sewer Development Fees - (Ord # 759 F) Sewer Tap Size — ( ? ) (Ord # 759F) *includes sewer inspection fee charge 4 J to Mo � On & Off -Site Utilities Shown: a) Water Line Size/Routing Yes or N b) Sewer Line Size/Routing Yes or o c) Gas Line Size/Routing Yes or o d) Electric Line Routing (O.H. or Undgd.) Yes or o Grease Trap/Sample Well Shown? (Ch 74 of Code of Ord) Yes or See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream of grease trap.) .1 Inspections Division Site Plan Checklist ZONING (Chapter 106 of the City's Code of Ordinances) % Maximum Lot Coverage Confirmed? Yes or Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) Required Building Setbacks Adequate? Yes or Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) Front -____Rear Side Signage in Compliance? (Sect. 106-871 thru 879) Parking Regulations: Surface is Dust -Free? (Location, height, size) (Sect 106-835[ff) Page 3 CNjo 6) Yes or CN Driveway(s) & Approaches in Compliance? Yes (Sect. 106-835, Fig. 10-3 and [e]) O ocation, Number, Size, Etc.) Curbing/Curbstops Okay? (Sect. 106-835[i]) Yes Size of Spaces & Aisles - Adequate? Yes (Sect 106-835[a][c-4J and[d]) Regular-10'Xlg'; Accessible-14'X20'; Parallel — 10'X22' Circulation Aisle — 28' (90-degree parking) 18' (60 & 45-degree) Ratio of Spaces Adequate? (T. 1106.1 Of 2003 Ed oflnt'l. Bldg. Code) or No or No or No or Yes or Regular Vs. A No No SACPShareUNSPEMON DIVISIONUnspoctionsUns Services Site Plan Cklistdoc Rev. 11-29-04 dsw Print Details HARRIS COUNTY APPRAISAL DISTRICT REAL PROPERTY_ ACCOUNT -INFORMATION 0 083000000�' Page 1 of 1 Tax Year: 2010 Owner and Property Information ' Owner Name & OAK PARK TRADING LTD Legal Descriptions .50 U/D INT IN TR 27 BLK 27 & TR 28 BLK 28 & Mailing Address: 1400 N 10TH ST TRLR 100 TR 3 ABST 5 E BRINSON (13.535S AC) , LA PORTE TX 77571-3231 NEBRASKA SYNDICATE Property Address: 1306 N 10TH ST LA PORTE TX 77571� State Class land Use Code Building Total Land Building Net . Neighborhood Map - Key Code Class Units Area I Area Rentable Facet, Map® Area F1 --Real, 4213 -- Mobile E 0 294,805 0 0 9701 6254A 140T Commercial Home Park SF ' Value Status Information Capped Account Value Status Notice Date, Shared CAD ' No Noticed• 04/28/2010 - No Exemotions and Jurisdictions Exemption Type • Districts Jurisdictions ARB Status 2009 Rate 2010 Rate None ° [1 020 LA PORTE ISD Certified: 08/20/2010 1.325000 1.325000 040 HARRIS COUNTY Certified: 08/20/2010 0.392240 0.388050 041 HARRIS CO FLOOD CNTRL Certified: 08/20/2010 0.029220 0.029230 042 PORT OF HOUSTON AUTHY Certified: 08/20/2010 0.016360 0.020540 043 HARRIS CO HOSP DIST Certified: 08/20/2010 0.192160 0.192160 044 HARRIS CO EDUC DEPT Certified: 08/20/2010 0.006050 0.006581 047 1SAN JACINTO COM COL D Certified: 08/20/2010 1 0.1708001 0.176277 071 ICITY OF LAPORTE Certified: 08/20/2010 1 0.7100001 0.710000 Valuations Value as of January 1, 2009 Value as of January 1, 2010 1 Market Appraised Market Appraised Land 368,504 Land 368,504 Improvement 105,291 Improvement 103,491 Total 473,7951 473,795 Total 471,995" 471,995 Land - Market Value Land ' Site Unit Size Site Appr Appr Total Unit Adj Unit Line Description Code Type Units Factor Factor O/R O/R Adj Price Price Value Factor Reason 1' 4213 -- Mobile Home AC6 AC, 2.5000 1.00 1.00 1.00 -- 1.00 54,450.00 54,450.00 136,125 Park 2 4213-- Mobile Home -- AC 4.2678 1.00 1.00 1.00 -- 1.00 54,450.00 54,450.00 232,382 Park A http://www.hcad.org/records/print.asp?crypt=%94%9A%BO%94%BFg%84%8F%86zpg%... 2/25/2011 Print Details Page 1 of 1 HARRIS COUNTY APPRAISAL DISTRICT I Tax Year: 2010 . REAL PROP -ACCOUNT -ACCOUNT INFORMATION C 0270830000014� Owner and Property Information Owner Name & TROULON REALTY LTD Legal .50 U/D INT IN TR 27 BLK 27 & TR 28 BILK Mailing 2260 W HOLCOMBE BLVD STE Description: 28 & Address: 176 TR 3 ABST 5 E BRINSON ' HOUSTON TX 77030-2008 (13.5355 AC) NEBRASKA SYNDICATE Property 0 N 10TH ST ' • Address: LA PORTE TX 77571 State Class Land Use Code Building Total Land Building Net Neighborhood Map Key Code 'Class Units Area Area FRentable Facet Map® Area F1 -- Real, 4213 -- Mobile -- 0 294,805 0 0 9701 6254A I 540T Commercial Home Park I I SF Value Status Information Capped Account Value Status Notice Date Shared CAD No Noticed 04/28/2010 No • Exemotions and Jurisdictions ' Exemption Type Districts Jurisdictions ARB Status 2009 Rate •2010 Rate None • 020 LA PORTEISD Certified: 08/20/2010 1.325000 1.325005 040., HARRIS COUNTY Certified: 08/20/2010 0.392240 0.388050 041 HARRIS CO FLOOD CNTRL Certified: 08/20/2010 0.029220 0.029230 042 PORT OF HOUSTON AUTHY Certified: 08/20/2010 0.016360 0.020540 043 HARRIS CO HOSP DIST Certified: 08/20/2010 0.192160 0.192160 044' HARRIS CO EDUC DEPT CertlFlecl 0 0/2010 0.006050 0.006581 047 SAN JACINTO COM COL D Certified:08/20/2010 0.1708001 0.176277 071 CITY OFLAPORTE Certified :08/20/2010 0.710000 0.710000 Valuations Value as of January 1, 2009 ` Value as -of January 1, 2010 Market Appraised Market Appraised Land 368,5041 Land 368,504 Improvement 105,2911 Improvement' 103,491 Total 473,7951 473,795 Total 471,9951 471,995 Land Market Value Land Line Description Site Unit Units Size Site AppO/Rr 0/Rr Total Unit Adj Unit Value Code Type Factor Factor Factor Reason Adj Price Price 11 4213 -- Mobile Home AC6 AC 2.5000 1.00 1.00 1.00 -- 1.00 54,450.00 54,450.00 136,125 Park 2 4213-- Mobile Home -- AC 4.2678 1.00 1.00 1.00 -; 1.00 54,450.00 54,450.00 232,382 Park http://www.hcad.org/records/print.asp?crypt=%94%9A%BO%94%BFg%84%8F%86zpg%... 2/25/2011 jr_it ____ 1, �ry fflW SS LA-P_ORTE:F WVy^ SHr225 SH-225-- >v�y.•.. E R'r S1S 6` s a N PST . c n, 4y AK EL LL z PE 'H O GST-- ,.,...... � m# w L+ f v �� D N I � � I yl FAIwE \ ., I.S _ d:,}, 7 R!1 t J W—BARBOURSEUT-BL-VD—z z Parwls Limits y4 a Porte makes no representation or warranty as to the accuracy of this map and its information nor to its fitness for use. Any user of this map product accepts the same AS IS !ntl assumes all responsibility for the use thereof and further agrees to not hold the City of Le Porte liable from any damage,loss,or Lability arising from any use of the map product shun of all information contained on this map should be obtained by the end user a 0c a City of La Porte 1 "= 754 ' I. 604 W.Fairmont Parkway La Porte GIS S Mapping 8 La Porte, TX 77571 (281)471-5020 ,m,.• wwwlaportetx.gov Z ti± \ __ - Nt � N + F ASH Z rS4 ..S PINE 1 PEACH f CD z _ !SOs�UTH a .. 1 ` Zr• „r Legend Railroad --- Dranage Channels 63 patois y City Limits weird'. to ll .e.I... ..s m..P. xP product accepts the same AS IS • =ese thereol a,a 1I dglcnorno ,drsrrg Iron any use of the map product 1 all orlon W'Or cpnlameu on Rue map should be oh rained by th the end usw ` n`"Qp City of La Porte 11= 34B La ' u - m 604 Porte. TX ont Parkway La Porte GIS Mapping Porte. (2811471-502077571 "; n,d www taportetx.gov 1400 027-083-000-0001 ' 3.5355 AC. 027-083-000-0014 6254A11 , L Mal Harris County Appraisal District I I 0 100 200 , I I PUBLICATION DATE:: 2/10/2011 I Geospatlal or map dal. I maml.neE try the Hams County Appraisal Darebmt N pre,arormatiorbaoospurposes I Q nd or, not have been tr ibt pt rp Wl Im,rubeso,, or h b legal. eig a aas pi dorva no g purposes. n 1 Q` I aces ro re surta an 1FIIIII7 on-.0,repr sut.eyata 1 N rbrbound rre approximate bcation pt property bou tames . MAP LOCATION I � I I I � I FACET I 6254A ------------- - - - - - ' OD✓0 Emma, ' Pnnt Details J HARRIS COUNTY APPRAISAL DISTRICT '• REAL PROPERTY ACCOUNT INFORMATION 0270880000042 Page 1 of I. Tax Year: 2010' I Owner and Property Information , Owner Name & PORT OF HOUSTON Legal Description: ELKS 22 23 & PT BLKS 25 26 & Mailing Address: 1200 SMITH ST STE 2260 27 HOUSTON TX 77002-4500 NEBRASKA SYNDICATE Property Address: 0 STATE HIGHWAY 146 LA PORTE TX 77571. 'State Class Code land Use Building Total Land Area Building Net Neighborhood Map Key ' Code Class Units Area Rentable Facet Map® Area X1 -- 4600 -- E 0 2,556,536 0 0 9701 6254A 540T Governmental Vacant , SF • Exempt Exempt Land Value Status Information Capped Account Value Status Notice Date Shared CAD • No Noticed 04/28/2010 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status _ 2009 Rate 2010 Rate Total _ a. 020 LA PORTE ISO Certified: 08/20/2010 1.325000 '1.325000 040 HARRIS COUNTY Certified: 08/20/2010 0.392240 0.388050 041 HARRIS CO FLOOD CNTRL Certified: 08/20/2010 0.029220 0.029230 042 PORT OF HOUSTON AUTHY- Certlfied:08/20/2010 0.016360 0.020540 ' 043 HARRIS CO HOSP DIST Certified: 08/20/2010 0.192160 0.192160 044 HARRIS CO EDUC DEPT Certified: 08/20/2010 0.006050 0.006581 047 ISAN JACtNTO COM COL D Certified: 08/20/2010 1 0.1708001 0.176277 071 ICITYOFLAPORTE Certified: 08/20/2010 1 0.710000 0.710000 Valuations Value as of January 1, 2009 , Value as of January 1, 2010 Market Appraised Market' .Appraised Land 01 Land 0 Improvement 01 Improvement 0 Total ' 01 0 Total 0 0 Land • Market Value Land Site I Unit I Size Site Appr O/R Appr O/R I Total Unit I Adj Unit Value Line Description Code Type Units FactorlFactorl Factor I Reason Adj Price Price 1• 14600 -- Vacant Exempt Landl ACO I AC 158.69001 1.00 1 1.00 1 0.90 IShape or Sizel 0.901 0 1 0 0 Building Vacant (No Building Data) li u http://www.hcad. org/records/print.asp?crypt=%94%9A%BO%94%BFg%84%8F%86zp1%... 2/25/2011 Huber, Mark From: John Black Qblack@ftlg.net] Sent: Monday, March 12, 2012 12:21 PM To: Huber, Mark Subject: 1400 Highway 146 North Mark: It is my understand that we have been approved for a temporary certificate of occupancy for our new warehouse at 1400 Highway 146 North. Per our conversation earlier this morning, it is our intent to utilize the middle one-third portion of the building, to be used for sand storage only. Also, as our phone conversation at 11:45 a.m. today (3-12-12) with the Fire Marshal, we recognize that all life safety issues have not been addressed at this time. And finally, if an extension past 30 days is needed, we will seek approval from you for any additional time. Thank you for your help. John Black qli�yw% I f I tvsie Qom to ��\C � hAaKS, M� Honeywell Security �$eP:l �N�elwe'�irve��wlwui im. /N Pgfns He+erwn Q APPIy UL Poerer Llmlts� (Relwra l to maintain UL Lisblg) Q C raertol Rre Inedllebon ❑ Cwnm Ial ewy Irnmo[gn Select Panel from putldown list: Vitl.t IlPFq � Calculated Current Du Power Bud Farilitv Ininrmatinn Location:1 FRONTIER LOGISTICS Account R Modal: Engines r. I A. MITCHELL Date: 2.24.12 SELECTED PANEL A POINrIP Stan Alarm Panel Panel LAW (real AuoxN`y A.11hay Standby Alarm (-A) Paww(m) Pmea, mu /mA) 128 1000 1700 300 470 155 245 Calculated Bell Draw _ J Bell Power Budget rnal Bell Power Req'd (mA); Endar I powetaa I St rwbr(ame I Alarm 6•nary ce apa qr Enter Standby and A/amr Times P•cw Battery Standby (hours): 24 Alarm Duration (minutes): 5 Almosearmanded PS24 aMftarY(Ato Usktg PS24 he Backup control Panel DUTPUT RATINGS auwN (ll Maxlmum P•ml Muimum P•nvl M•x p lrpPon., rtey uestl; mA $bllaby Ouput Alnm Output 170011 10001 230011 34.4 Ext. UL Power Req'd (mA): I. Tubl sbneby mbl Exwn•l cm-ana 4yMs. Ctnaet/a•Yw & 4 WIRE SMOKE DETECTORS dowarny rplar Enbr ppe•ne Slv Pan) x Alarm ToIW av/lirp 54rgby lob)Fitwwl Vplex Paling Loop detectors) oprwy uwr.lryy Pan) ewtwnt(AMa) Powr�lAwp. La•P retr.lr TOWAlrat cnrwlw CmarwRratrs make detector mne powered S Two-wre smoke detector current s Wit into the net bud moke defector ions owered 0 Pa gars Thase Iklds are P includetl to help you deate a complete equipment /is The line baow iMicales A moke detector (mne powered) 0 number of detectors exceeds canal caoaah, Enw I powetva Iabneby(ou+I Alrm Laop ln9l CT aI I Tot•1 Alarm Cwr mr l cIe'abn ECEIVE , FEB 2 8 2012 NOw myny TObi EmV pow= (VV Aber � SN dby la4l FsfrnM AUXILIARY POWERED DEVICES on.nary vfVrwllyTOLM— 1 100 0 0 cwrwe 50 0 0 Torel AlVm R PS24 24 vo@ Power Su Module 1 0 0 0 50 25 100 0 0 0 0 0 4100SM no more than one system) 4204. Enter no. Of rely used 0 0 40 4204CF,Enter no. of rely used 0 0 80 0 0 0 4285 Voice Module 0 0 160 0 0 0 4286 with warning speakers 0 0 220 300 15 0 5 0 15 0 0 514ODLM BackupDialer Module 1 0 5 580ORP wireless repeater module 0 0 100 0 0 0 580OTM vnreless xmtr module 0 0 0 0 20 60 0 0 0 0 0 0 5881EN receiver 5883 hi-securit receiver 0 0 80 0 0 0 7845C Cellular Radio anent umaeP 0 0 400 0 0 0 7845CV2 Cea Radio ❑ c--t um4ed' 600 0 0 0 0 0 7845, Internet Communicedv 1 0 110 110 0 0 997 Ceiti Mount PIR � ' 0 0 12 0 0 0 998 Wall Mount PIR ❑ te0 xme> 0 0 13 0 0 0 Motion Detclrs enter uant. & currents 0 0 0 0 0 0 0 Motion Detctrs enter uent & currents 0 0 0 0 0 0 0 Motion Detctrs enter uanf. & currents 0 0 0 0 0 0 0 Motion Detctrs enter uanf. & currents 0 0 0 0 0 0 0 FSA-8 fire zone annunciator 0 0 35 65 0 0 0 FSA-24 fire zone annunciator 0 0 35 130 0 0 0 UVS 0 0 75 88 110 0 0 0 0 0 0 0 VA8200 Panel LinkingModule 0 0 VA8201 A ha Pa r Module 0 0 165 01 0 0 0 0 0 0 0 0 AddI Device enter quam. & currents 0 0 Add'1 Device enter quant & currents 0 0 0 0. 0 0 0 Now many Enter paweietl bV Sdntlby(Iw AIVm lOfel V011lep $4mIunu Dy TOfel EvfVnel POLLING LOOP DEVICES o..mrey 42971 aWWp LuaP t/OP nr lewfM TskrlAbarewW fMW 4101SN Single Output Relay Module 0 7 0 4190SN Two Zone SIM 0 0 2 0 4190WH 0 0 2 4191SN-WH 0 0 0.5 4192CP 0 0 0.4 0 le Ill, 4192SD Photoelectric Smoke Det. 0 0 0 0 0.4 0.4 0 0 4192SOT 4193SN Two Zone SIM 0 0 1.5 0 4194 Contact 0 0 1 0 4196 0 0 1 0 4209U 1 0 15.5 15.5 4275EX Dual PIR 0 0 1 0 4275EXSN Dual PIR LJ Ituncb" 0 1 0 4278EXSN U LED tzme? 0 1 0 4293SN 0 0 0 0 1 1 1 0.5 0 0 0 0 4939SN WH/BR/GY Surf Mt. Cntct 4944SN Recessed Contact 0 0 0 0 4945SN-WH 4959SN Overhead Door Contact 0 0.5 0 5192SD Smoke Detector 0 2.8 0 i 5192SDT Smoke Detector with Heat 0 2.8 0 998MX PIR U xpxtm, 0 1 0 FG-1625SN Glass Break Detector 0 0 1 0 - Duest2260SN 0 0 6 2 0 0 --"- Vistakey 0 0 Add'I VPlex (enter gnYy 8 current) 2i 0 Add'l Vote. (enter qnt y & current) w. 12VNOTIFICATIONDEVICESON Row many To mllspurrd.r Ene powentl Alan, PollSfmJDy cunenf hom Panel iptel $OYndal BELL OUTPUT q1 Overall ailrnallv2 Loop Loop cun.m la.n al cwr.mT.xwn.n name. OTIFICATION DEVICES ON --- earl Terl sounder Ere pwred Alarm aryl Fina Persil T.1.1 So—. OUTPUT 02 OF USEDI dolomiticarft WM comaifarll . e.n 12 curram I.P. color oevloe name. quani . 6 current l 01 0- 0111111110,.1 1 ..- - 0 12V AUX POWER AND BELL CIRCUIT Ohms r Alarm A — Pe currane omw R..m.z. vdmp.OroP IRE RUN DATA , (hdl era G.opa(Aw61 1000 R !mA) Run Lw yh 1 Iwd.) volupe Ar EOL (Pare,nn Parel Aux Pourer Wire Runtwin lead see Panel Bell 1 W re RUn (tWln lead) Patel3,1 PS24 Power Supply i PP � Standb /Alarm Durdtro (Bo lip FFB 2 8 2012 Battery Standby(h01 sl Alarm Duration (minu.P, l.r i:: '�', . .apacity (AH) 10.355 Use TWO Identical battedes wy this AH capacity PS24 POWER SUPPLYMODULE MAXIMUM CAPACITIES P.neI IIV Panel f2V OulutA O~A o~a OAlleda P624K Me..mm. Total Maxmum Toll Mai. gave, 1. by (niA) Am —(-A) Smndby(mAl Aem(mAl SA.ndDy(mA) (mA) Buard(mA/ sv..dby Output Alarm Oulent CayaNvy 851.:: 001, 570 1700 570 1700 40 610 41W 34.4 [] Using 624to back up contml Panel banalTotalAll Equivalent panel load @ 24V J4T 5 4u6.3 0 984 0 0 40 1 - - - �S�oC 'tfirMb Budget Alarm H (converted m 12VOC from 24V full -wave) Power Budget n.]0 iafn 34A 24V NOTIFICATION APPLIANCES Enter whmh list. oampa Slam4h,LoaJ 0amo. Alarm smaleaA SublollA Enter Device Names 6 Specifications Ouemiry ouea, (MA) Load HIAI slndDy Aem Suit oal a SlrM4y Sabi a Alrm 24V Notification Appliance 1 JuUm A V' 0 964 0 964 _ 0 0 0 0 24V Notification Appliance 0 OeNla A 0 0 0 0 24V Notification Appliance 0.01 � 0 0 0 0 0 0 24V Notification A lance OOtaPAA 0 0 0 0 0 0 24V Notification A loth O aaa A 0 Output A 0 0 0 0 0 0 0 0 0 0 0 0 24V Notification Appliance 24V Notification A lance 0 OUQU A 0 0 0 0 0 0 24V Notification Appliance O Output o 0 0 0 0 0 0 24V Notification Appliance 0 0a A 0 0 0 0 0 0 24V Notification Appiflamo, 0 0A K A 0 0 0 0 01 0 24V Notification Appliance 0 OuIAIA A 0 0 0 0 0 0 24V Notification Appliance 0 0u1p4 A 0 0 0 0 0 0 24V Notification Appliance 00um1AA 0 0 0 0 0 0 24V Notification A fance 0OMsA a! 0 0 0 0 0 0 24V Notification Appliance 0 Out" A 0 0 0 0 0 0 24V Notification A lance 0 001a A V 0 0 0 0 0 0 oll Alarm Ohms peT Curranl0rew Realafaze Veaape 0.op 4V BELL CIRCUIT WIRE RUN DATA Unit. B1n Oaup.lAwp) 1000 R (.A) Run Lenpm neon leads/ vobw At EOL (Parcan0 PS24Output A Wim Run (twin lead - "� _'AN)96400 01 _ luny za PS240ututBWire RUntwin lead AZ AFAA NAC Voltage Drop Calculator for Audio I Visual devices This calculator provided voltage drop calculations in three formats Point to Point. End of Line. and Load Centel Make sure that you know what method is accept ed by, and the results do not exceed the limits set by the respeANe jurisdiction Point to Point Method End of Line Method Load Centering Method ' Protect Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 1 2.24.12 Circuit Number FACP 1 Totals Voltage Totals Voltage Totals Volta e Area Covered Current Distance Drop Current Disunce Drop Current Distance Dro Nominal System Volta 20.4 0.964 ., 218, .• a .0.87 0.964 218 1.290 0.964 218 - 0.845 Minimum Device Volta a 16 : V, End of.Llne:Volta a JI-19.53 End of Line Voltagel 19.11 End of Line Voltagel 19.75 Total CIrcuit Current 0.9641 Wire Ohm's r 9 Percent Drool4.26% Percent Dropi 6.33% Percent Drool 3.16% 1 Gauge Per 1000, 11 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1st device 13 14 3.07 t 11 '.10, O 1 1 Standard Wire Reslstance In Ohms p2r 1000 feel Wire Gauge for balance of circuit 16 4.89 1 9 7F18=Z77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awg= Solid Conductors d Conductors 12-10 A = Stranded .150 = 150 me • from Voltage Notes: Device Device previous At Drop from Percent Wire resistance is doubled In the calculations for two wires Positive and N ative Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.066 13 20.32 0.077 0.38% the manufactures listed minimum operating voltage IE: rated operating voltage 20-32 VDC . Device 0.066 10 20.24 0.165 0.81% Device 3 0.066 9 20.16 0.238 1.17% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.D66 11 20.08 0.320 1.57% 1 1 1 Current ®Rated Voltage I Current CRated I Voltage Device 5 0.066 10 20.01 0.389 1.91% Strobe Only Horn Strobe Device 6 0.212 23 19.87 0.531 2.61% Model s Cancels Model q lCandela Device 7 0.066 27 19.76 0.643 3.15% S 15 0.066 P 151 0.079 Device 8 0.079 13 19.71 0.688 3.37% 1575 0.077 1575 0.09 Device 9 1 0.066 29 19.63 0.767 3.76% 30 0.094 30 0.107 Device 10 0.D86 27 19.58 0.822 4.03% 75 0.158 75 0.176 Device 11 0.079 23 19.54 0.855 4.19% 95 0.181 95 0.194 Device 12 0.066 23 19.53 0.870 -- 4.26% 110 0.202 110 0.212 END 19.53 0.870 4.26% 115 0.210 115 0.218 END 19.53 0.870 4.26% 135 0228 135 0.238 END 19.53 0.870 4.26% 1501 0.231 150 0.246 END 19.53 0.870 4.26% 177 0.281 177 0.282 END 19.53 0.870 4.26% 195 0.286 185 0.295 END - 19.53 0.870 4.26% END 19.53 0.870 4.2695 END 19.53 0.870 4.26% Totals 0.964 - 218 IEnd of Line Voltage 19.53 Jobsite Information: FRONTIER LOGISTICS PS 1 Entries only to be made in the Yellow cell locations Regulated Load in Standby Device Type Number of Devices Current (Amps) Total Current (Amps) Main PC Board 1 X 0.065 = 0.065 Power Supervision Relays 0 X 0.025 = 0 Auxiliary Current Draw 0 X 0 = 0 from T134 Terminals 9 & 10 STANDBY LOAD Regulated Load in ALARM Device Type_ Number of Devices Current (Amps) Total Current (Amps) Main PC Board without AC 1 X 0.145 = 0.145 Power Supervision Relays 0 X 0.025 = 0 Auxiliary Current Draw 0 X 0 - 0 from TB4 Terminals 9 & 10 NAC / Output # i 1 X 1.475 - 1.475 NAC / Output # 2 1 X 1.475 = 1.475 NAC / Output # 3 1 X 1.475 = 1.475 NAC / Output # 4 X = 0 ALARM LOAD = 4.570 Battery Amp Hour Calculation Standby Load Current (Amps) Required Standby Time (Typically 24 or 60 Hours 0.065 X 1 24 = 1.56 AH Alarm Load Current (Amps) Required Alarm Time (Typically 5 or 10 Minutes 4.57 X 10 - 0.76 AH Sub Total Standby / Alarm Amp Hours 2.32 AH Multiply by the Derating Factor X 1.2 ' Total Ampere Hours Required = 3 AH Derating Factor required to compensate for the non -linear discharge characteristic of a battery. er. _FEg?87�1? '6 AZ AFAA NAC Voltage Drop Calculator for Audio I Visual devices This calculator Provided voltage drop calculations in three formats Point to Point End of Line. and Load Centering). Make sure that you know what method Is accepted by, and the results do not exceed the limits set by the respediva jurisdiction Point to Point Method End of Line Method Load Centering Method Project Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Dale 2.24.12 Circuit Number PS 1 NAC 1 Totals Voltage Totals Voltage Totals Volta e Area Covered Current I Distance Drop Current I Distance 1 Drop Current I Distance Drop Nominal System Voltag 20.4 1.475 1 349 1 2.63 1.475 1 349 1 3.161 1.475 349 1.580 Minimum Device Voltage 16 End of Line Volta a 17.77 End of line Voltagel 17.24 End of Line Volta a 18.62 Total Circuit Current 1 1.4751 Wire Ohm's Percent Dropi 12.91% Percent Drool 15.49% Percent Drool 7.759 Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1 st device 1 66 14 3.07 Standard Wire Resistance In Ohms 22r 1000 feel Wire Gauge for balance of circuit 1 16 4.89 1 18=7.77 18=4.89 14=3.07 12=1.98 10=L24 Enter current In amps. Distance 18-14 Awq = Solid Conductors 12-10 A = Stranded Conductor .150 = 150 ma from Voltage Notes: Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 66 19.80 0.598 2.93% the manufactures listed minimum openiting voltage IE: rated operating voltage 20-32 VDC . Device 2 0.295 70 18.99 1.406 6.89% Device 3 0.295 70 18.39 2.011 9.86% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 73 17.97 2.433 11.92% 1 1 Current ®Rated Voltage I I Current ®Rated Voltage Device 5 0.295 70 17.77 2.635 12.91% Strobe Only Horn Strobe END 17.77 2.835 12.91% Model p Candela Model q Candela END 17.77 2.835 12.91% S 15 0.066 P 15 0.079 END 17.77 2.635 12.91% 1575 0.077 1575 0.D9 END 1 17.77 2.635 12.91% 30 0.094 30 0.107 END 17.77 2.635 12.91% 75 0.158 75 0.176 END 17.77 2.635 12.91% 95 .0.181 95 0.194 END 17.77 2.635 12.91% 110 0.202 110 0.212 END 17.77 2.635 12.91% 115 0.210 115 0.218 END 17.77 2.635 12.91% 135 0.228 135 0.238 END 17.77 2.635 12.91% 1501 0.231 150 0.246 END 17.77 2.635 12.91% 1771 0.281 177 0.282 END 17.77 2.635 12.91% 185 0.286 185 0.295 END 17.77 2.635 12.91% END IT 7 2.635 12.91% END 1 17.77 1 2.635 12.91% Totals 1.475 349 IEnd of Line Voltage 17.77 AZ AFAA NAC Voltage Drop Calculator for Audio i Visual devices This calculator provided voltage drop calculations in three formats Point to Point, End of Line, and two Centering). Make sure that you know whet -method Is accepted by, and the results do not exceed the limits set by the reapsdive Jurisdiction 'I I I Point to Point Method End of Line Method Load Centering Method Protect Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Dele 2.24.12 Circult Number PS 1 NAC 2 Totals Volta a Totals VdLina Totals Voltage Area Covered Current Distance Drop Current I Distance Dro Current I Distance Drop Nominal System Volta 20.4 1.475 1 310 2.29 1.475 1 310 2.808 1,475 310 1.404 Minimum Device Voltage 16 End of Line Voltaa !Boll End of Line Vonaa 17.59 End of Line Voltage 19.00 Total Circuit Current 1 1.4751 Wire Ohm's Percent Dro 11.23% Percent Drop 13.76% Percent Drop 6.88% Gauge Per 100D End of Una and Load Centering Methods use only the wire gualle for the first device to source Distance from source to 1 at device 1 30 14 3.07 Standard Wire Resistance in Ohms r 1000 feet. Wire Gauge for balance of circuit 1 16 4.89 18=7.77 D81 10-1.24 Enter current in amps. Distance 18-14 Awg= Solid Conductors 12-10 A = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires Positive and Negative) Number Current device Device source DropThe voltage calculated to the last device In an method must oot be lower then Device 1 0.295 30 20.13 0.272 1.33% the manufactures list etl minimum operallnovolts a IE: rated operatino voila a 20-32 VOC . Device 2 0.295 70 19.32 1.080 5.29% Device 3 0.295 70 18.71 1.685 8.26% Device Manufacturer SYSTEM SENSOR I Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 18.31 2.089 10.24% 1 1 Current ®Rated Volta a I Current ®Rated Voltage Device 5 0.295 70 18.11 2.291 11.23% Strobe Only Hom Strobe END 18.11 2.291 11.23% Model p Candela Model fl Candela END 18.11 2.291 11.23% S 15 0.066 P 15 0.079 END 18.11 2.291 _ 11.23% 1575 0.077 1675 0.09 END 18.11.1 2.291 11.23% 30 0.094 30 0.107 END 18.11 2.291 11.23% 75 0.158 75 0.176 END 18.11 2.291 11.23% 95 0.181 95 0.194 END -18.11 2.291 11.23% 110 0.202 110 0.212 END 18.11 2.291 11.23% 115 0.210 115 0.218 END 18.11 2.291 11.23% 1351 0.228 1351 0.238 END 18.11 2.291 1123% 150 0231 150 0.246 END . 18.11 2.291 11.23% 1771 0.281 177 0.282 END 18.11 2.291 11.23% 185 0.286 185 0.295 END 18.11 2.291 11.23% END 18.11 2.291 11.23% END 18.11 2.291 11.23% Totals 1.475 310 IEnd of Line Vol a 13.11 r .. AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator provided voltage drop calculations in three formats (Point to Point, End of Line, and Load Centering). Make sure that y ou know what malhod Is accepted by, and the results do not exceed the limits set by the respedive jurisdiction Point to Point Method End of Line Method Load Cantering Method PraJact Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 2.24.12 Circuit Number PS 1 NAC 3 Totals Voltage Totals Voltage Totals Voltage Area Covered Current Distance DropCurrent Distance Dro Current Distance Drop Nominal System Volta 20.4 1.475 385 2.79 1.475 365 3.308 1.475 365 1.853 Minimum Device Voltage 16 End of Line Voltage 17.61 End of Line Voltagel 17.09 End of Line Volta a 18.75 Total Circuit Current 1.4751 Wm I Ohm's Percent Dron. 13.67% Percent Dropj 18.20% Percent Drool 8.10% Gauge I Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1st device 1 85 14 1 3.07 Standard Wire Resistance in Ohms r 1000 feet. Wire Gauge for balance of circuit I 18=7.77 16=4.89 14=3.071 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awq= Solid Conductors 12-10 A = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At I Drop from Percent Wire resistance is doubled In the calculations for two wires PostUve and Negative) Number Current device Device source Drop The voltage calculated to the last device In any method must not be lower then Device 1 0.295 85 19.63 0.770 3.77% the manufactures Ilsted minimum operating voltage IE: reled operating voltage 20-32 VDC . Device 2 0.295 70 18.82 1.578 7.73% Device 3 0.295 70 18.22 2.184 10.70% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 17.81 2.587 12.68% 1 1 Current ®Rated Voltage Current @Rated Volta e Device 5 0.295 70 17.61 2.789 13,67% Strobe Only Hom Strobe END 17.61 2.789 13.67% 1 Model N Candela Model p Candela END 17.61 2.789 13.67% S 15 0.066 P 15 0.079 END 17.61 2.789 13.67% 1575 0.077 1575 0.09 END 17.61 2.789 13.67% 30 0.094 30 0.107 END 17.61 2.789 13.67% 75 0.158 75 0.176 END 17.61 2.789 13.67% 95 0.181 95 0.194 END 17.61 2.789 13.67% 110 0.202 110 0.212 END 17.61 2.789 13.67% 115 0.210 115 0.218 END 17.61 2.789 13.67% 1351 0.228 135 0.238 END 17.61 2.789 13.67% 1501 0.231 1501 0.246 END 17.61 2.789 13.67% 177 0.281 177 0.282 END 17.61 12.789 13.67% 185 0.286 185 0.295 END 17.61 2.759 13.67% I END 17.61 1 2.789 13.67% END 17.61 1 2.789 13.67% 1I Totals 1.475 1 365 IEnd of Line Voltage 1 17.61 P 1w Jobsite Information: FRONTIER LOGISTICS PS 2 FCPS-24FS6 / 8 Battery Calculation Regulated Load in Standby Device Type Number of Devices Current (Amps) Total Current (Amps) Main PC Board 1 X 0.065 - 0.065 Power Supervision Relays 0 X 0.025 = 0 Auxiliary Current Draw 0 X 0 = 0 from TB4 Terminals 9 & 10 STANDBY LOAD = 0.065 Regulated Load in ALARM Device Type Number of Devices Current (Amps) Total Current (Amps) Main PC Board without AC 1 X 0.145 - 0.145 Power Supervision Relays 0 X 0.025 - 0 Auxiliary Current Draw 0 X 0 = 0 from TB4 Terminals 9 & 10 NAC / Output # 1 1 X 1.475 - 1.475 NAC / Output # 2 1 X 1.475 - 1.475 NAC / Output # 3 1 X 1.475 = 1.475 NAC / Output # 4 X - 0 ALARM LOAD = 4.570 Battery Arno Hour Calculation Standby Load Current (Amps) Required Standby Time (Typically 24 or 60 Hours 0.065 X 24 = 1.56 AH Alarm Load Current (Amps) Required Alarm Time (Typically 5 or 10 Minutes 4.57 X 10 - 0.76 AH Sub Total Standby / Alarm Am Hours 2.32 AH Multi b the Deratin Factor X 1.2 ' Total Ampere Hours Required = I3 AH Deraling Factor required to compensate for the non -linear discharge characteristic of a battery. r- AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator provided voltage drop calculations In three formats Point to Point, End of Line, and Load Centering). Make sure that you know what method Is accept ad by, and the results do not exceed the limits set by the respedive jurisdiction Point to Point Method End of Line Method Load Centering Method Protect Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 2.24.12 Circuit Number PS 2 NAC 1 Totals Voltage Totals Volta'Le Totals Voltage Area Covered Current Distance Dro Current Distance DropCurrent Distance Drop Nominal System Voltage 20.4 1.475 368 2.82 1.475 Wl 3.333 1.475 1 368 1.666 Minimum Device Voltage 16 End of Line Volta a 17:53 End of Line Voltagel 17.07 End of Line Voltaa 18.73 Total Circuit Cunent 1.4751 Wire Ohm's Percent Drop 13.81% Percent Dropj 16.34% . Percent Drop 8.17% Gauge Per 1000 End of Line and Load Centering Methods use only the wiro guage for the first device to source Distance from source to 1st device 1 88 14 3.07 Standard Wire Resistance in Ohms Der 1000 feet. Wire Gauge for balance of circuit 1 16 4.89 1 18=7.77 16=4.89 14=3.071 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awg = Solid Conductors 12-10 A = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At I Drop from Percent Wire resistance Is doubled in the calculations for two Wires Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 88 19.60 0.797 3.91% the manufactures listed minimum operating volts a IE: rated operating voltage 20-32 VDC . Device 2 0.295 70 18.80 1.605 7.87% Device 3 0.295 70 18.19 2.211 10.84% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 17.79 2.515 12.82% 1 Current @Rated Volta a Current @Rated Volta e Device 5 0.295 70 17.58 2.817 13.81% Strobe Only Horn Strobe END 17.58 2.817 13.81% 1 Model p Candela Model p lCandela END 17.58 2.817 13.81% S 15 0.066 P 15 0.079 END 17.58 2.817 13.81% 1575 0.077 1575 0.09 END 17.58 2.817 13.81% 30 0.D94 30 0.107 END 1 17.58 2.817 13.81% 75 0.158 75 0.176 END 17.58 2.817 13.81% 95 0.181 95 0.194 END 17.58 2.817 13.81% 110 0.202. 110 0.212 END 17.58 2.817 13.81% 115 0.210 115 0.218 END 17.58 2.817 13.81% 135 0.228 135 0.238 END 17.58 2.817 13.81% 1501 0.231 150 0.248 END 17.58 2.817 13.81% 1771 0.281 177 0.282 END 17.58 2.817 1 13.81% 1 185 0.286 1851 0.295 END 17.58 2.817 13.87% END 17.58 2.877 13.87% END 17.58 2.817 13.81% Totals 1.475 1 368 IEnd of Line Voltage 17.58 AZ AFAA NAC Voltage Drop Calculator for Audio I Visual devices This calculator provided voltage drop calculations In three formats Point to Point, End of Line, and Load Centering). Make sure that you know what method Is accept d by, and the results do not excaetl the limits set by the respedive jurisdiction Point to Point Method End of Line Method Load Centering Method Project Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 2.24.12 Circuit Number PS 2 NAC 2 Totals Voltage Totals Voltage Totals Voltage Area Covered Current 1 Distance Drop Current Distance Droptance Current Dis Drop Nominal System Volta 20.4 1.475 310 2.29 1.475 1 310 2.808 1.475 310 1.404 Minimum Device Voltage 16 End of Line Voltage 18.11 End of Line Voltagel 17.59 End of Line Voltaa 19.00 Total Circuit Curren) 1 1.4751 Wire Ohm's Percent DroD 11.23% PercentDropj 13.76% Percent Dro 6.88% I Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1st device 1 30 14 3.07 -- Standard Wlre Resisunce In Ohms r 1000 feet. Wire Gauge for balance of circuit 16 4.89 18=7.T7 16-4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-i4 Awo= Solid Conductors 12-10 AT = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous Al I Drop from I Percent Wire resistance is doubled In the calculations for two wires PoSltive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 30 20.13 0.272 1.33 % the manufactures listed minimum oPeralfing voltage IE: rated operating voltage 20-32 VDC . Device 2 0.295 70 19.32 1.080 5.29% Device 3 0.295 70 18.71 1.685 8.26% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 18.31 2.089 10.24% 1 1 - Current Volta a Current @Rated Voltame Device 5 0.295 70 18.11 2.291 11.23% Strobe Only®Rated Horn Strobe END Wit 2.291 11.23% Model q Candela Modelq lCandela END 18A1 2.291 11.23% S 15 0.066 P 15 0.079 END 18AI 2.291 11.23% 1575 0.077 1575 0.09 END 1 18.11 2.291 11.23% 30 0.094 30 0.107 END 18.11 1 2.291 11.23% 75 0.158 75 0.176 END 18.11 2.291 11.23% 95 0.181 95 0.194 END 18A1 2.291 11.23% 110 0.202 110 0.212 END 18.11 2.291 11.23% 115 0.210 115 0.218 END 18.11 2.291 11.23% 135 0.228 135 0.238 END 18.11 2.291 11.23% 150 0.231 150 0.246 END 18.11 2.291 11.23% 177 0.281 177 0.282 END 18.11 2.291 11.23% 1851 0.286 185 0. 995 END 18.11 2.291 11.23% END 18.11 2.291 11.23% END 18.11 2.291 11.23% 11 Totals 1.475 1 310 IEnd of Line Volta a 18.11 FF�'P AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator provided voltage drop calculations in three formats Paint to Paint, End of Line, and Load Centering). Make sure that ou know what method Is acce ed b and the results do not exceed the limits set b the res dive Jurisdiction Point to Point Method End of Line Method Load Centering Method ProJecl Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Dale 2.24.12 Circuit Number PS 2 NAC 3 Totals Voltage Totals Voltage Totals Voltage Area Covered Current Distance Dro Current Distance Drop Current Distance Drop Nominal System Volta 1.475 350 2.65 1.475 350 3.170 1.475 350 1.585 Minimum Device Voltage 16 1 End of Line Voltagel 17.75 End of Line Voltaa 17.23 End of Line Volta a 18.82 Total Circuit Current 1.475 Wire Ohm's Percent Dropl 13.01% Percent Drop 15.54% Percent Drop 7.77% Gauge Per 10M End of Line and Load Cantering Methods use only the wire guage for the first device to source Distance from source to 1st device 1 70 14 3.07 - Standard Wire Resistance in Ohms pu 1000 feet. Wire Gauge for balance of circuit 16 4.89 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter cuff ant in amps. Distance 18-14 A = Solid Conductors 12-10 A = Stranded Conductors .150 = 150 me from Voltage Notes: Device Device previous At Dropfroml Percent Wire resistance Is doubled in the calculations for tvro wires Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 70 19.77 0.634 3.11% the manufactures listed minimum operaling voltage IE: rated operating voltage 20-32 VDC . Device 2 0.295 70 18.96 1.442 7.07% Device 3 0.295 70 18.35 2.048 10.04% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 17.95 2.452 12,02% 1 Current @Rated Voltage Current @Rated Voltacte Device 5 0.295 70 17.75 2.654 13.01% Strobe Only Horn Strobe END 17.75 2.654 13.01% Model # Candela Model # lCandela END 17.75 2.654 13.01% S 15 0.066 P 15 0.079 END 17.75 2.654 13.01% 1575 0.077 1575 0.09 END 1 17.75 2.654 13.01% 30 0.094 30 0.107 END 17.75 2.654 13.01% 75 0.158 75 0.176 END 17.75 2.654 13.01% 95 0.181 95. 0.194 END 17.75 2.654 13.01% 110 0.202 110 0.212 END 17.75 2.654 13.01% 115 0.210 115 0.218 END 17.75 2.654 13.01% 135 0.228 1351 0.238 END 17.75 2.654 13.01% 1501 0.231 150 0.246 END 17.75 2.654 13.01% 177 0.281 177 0.282 END 17.75 1 2.fi54 13.01% 185 0.286 185 0.295 END 17.75 2.654 13.01% END 17.75 2.654 13.01% END 1 17.75 2.654 13.01% Totals 1.475 350 IEnd of Line Voltage 17.75 Jobsite Information: FRONTIER LOGISTICS PS 3 FCPS-24FS6 / 8 Battery Calculation Regulated Load in Standby Device Type Number of Devices Current (Amps) Total Current (Amps) Main PC Board 1 X 0.065 = 0.065 Power Supervision Relays 0 X 0.025 = 0 Auxiliary Current Draw 0 X 0 - 0 from TB4 Terminals 9 & 10 STANDBY LOAD - 0.065 Requlated Load in ALARM Device Type_ Number of Devices Current (Amps) Total Current (Amps) Main PC Board without AC 1 X 0.145 = 0.145 Power Supervision Relays 0 X 0.025 = 0 Auxiliary Current Draw 0 X 0 - 0 from TB4 Terminals 9 & 10 NAC / Output # 1 1 X 1.475 = 1.475 NAC / Output # 2 1 X 1.475 = 1.475 NAC / Output # 3 1 X 1.475 = 1.475 NAC / Output # 4 1 X 1.475 = 1.475 ALARM LOAD = 6.045 Battery Amp Hour Calculation Standby Load Current (Amps) Required Standby Time (Typically 24 or 60 Hours 0.065 X 24 - 1.56 AH Alarm Load Current (Amps) Required Alarm Time (Typically 5 or 10 Minutes 6.045 X 10 - 1.01 AH Sub Total Standby / Alarm Amp Hours 2.57 AH Multiply by the Derating Factor X 1.2 ' Total Ampere Hours Required = I4 AH Derating Factor required to compensate for the non -linear discharge characteristic of a battery. AZ AFAA NAC Voltage Drop Calculator for Audio I Visual devices This calculator provided voltage drop calculations In three formats Point to Point. End of Line, and Load Centering). Make sure that you know what method Is accelpAtetl by, and the results do not exceetl the limits set by the respedive Jurisdiction Point to Point Method End of Line Method Load Centering Method Protect Name FRONTIER LOGISTICS' CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 2.24.12 Circuit Number PS 3 MAC 1 Totals Voltage Totals Totals Voltage Area Covered Current Distance Dro Current DistanceDrop Current Distance Drop Nominal System Volta 20.4 1.475 391 2.97 1.475 3911.475 X1736% 391 1.771 Minimum Device Voltage 16 End of Line Volta a 17.43 End of Line Volta aEnd of Line Volta a 16.63 Total Circuit Curren) 1.4751 Wire Ohm's Percent Dr 14.54% Percent Dro Percent Oro 8.68% Gauge Per 1000 End of Line and Load Centering Methods use on the Were ua a for the first device to source Distance from source to 1 st device 135 14 1 3.07 Standard Wire Resistance in Ohms per 1000 feet. Wire Gauge for balance of circuit 16 4.89 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 1 118-14 AwQ= Solid Conductors 12-10 A = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device Previous Al jDropfromj Percent Wire resistance is doubled in the calculations for two wires Posittve and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 135 19.18 1.223 5.99% the manufactures listed minimum operating voltage IE: rated operating voltage 20-32 VDC . Device 2 0.295 46 18.65 1.753 8.60% Device 3 0.295 70 18.04 2.359 11.57% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 17,64 . 2.763 13.55% 1 1 Current @Rated Voltage Current @Rated Voltage Device 5 0.295 70 17.43 2.965 14.54% Strobe Only Horn Strobe - END 17.43 2.965 14.54% Model p Candela Model p Candela END 17.43 2.965 14.54% S 15 0.066 P 15 0.079 END 17.43 2.965 14.54% 1575 0.077 1575 0.09 END 1 17.43 2.965 14.54% 30 0.094 30 0.107 END 17.43 2.965 14.54% 75 0.158 75 0.176 END 17.43 2.965 14.54% - 95 0.181 95 0.194 END 17.43 2.965 14.54% 110 0.202 110 0.212 END 17.43 2.965 14.54% 115 0.210 115 0.218 END 17.43 2.965 14.54% 1351 0.228 135 0.238 END 17.43 2.965 14.54% 150 0.231 1501 0.246 END 17.43 2.965 14.54% 177 0.281 1771 0.282 END 17.43 2.9651 14.54%1 185 0.286 185 0.295 END 17.43 2.965 14.54% END 17.43 2.965 14t%! END 17.43 2.965 14.54% Totals 1.475 391 IEnd of Line Voltage 17.43 AZ AFAA NAC Voltage Drop Calculator for Audio I Visual devices This calculator provided voltage drop calculations In three formats Paint to Point, End of Line, and Load Centel Make sure that you know what method Is accepted by, and the results do not exceed the limits set by the res Ne jurisdiction Point to Point Method End of Line Method Load Centering Method ProJecI Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS DateC 2.24.12 Circuit Number PS 3 NAC 2 Totals Volta a Totals Voltage Totals Volta e Area Covered Current Distance Dro Current I Distance - Drop Curren) I Distance I Drop Nominal System Volta 20.4 1.475 1 321 1 2.33 1.475 1 321 1 2.907 1.475 321 1.454 Minimum Device Volte a 18 End of Line Voltagel 18.07 End of Una Volta a 17.49 End of Line Volta a 18.95 Total Clrcult Current 1.4751 Wire Ohm's Percent Dropi 11.43% Parcenl Dro 14.25% Percent Dropi 7.13% I Gaulle Per 1000 End of Line and Load Centering Methods use only the Wire guage for the first device to source Distance from source to 1 at device 1 65 14 3.07 Standard Wire Resistance in Ohms r 1000 feet. Wire Gauge for balance of Circuit I 16 4.89 18=7.77 16=4.88 14-3.07 12=1.98 10=1.24 Enter current In amps. Distance 18-14 Awg = Solid Conductors 12-10 Awg = Stranded Conductors .150 = 150 ma from Voltaa Notes: Device Device Previous At Drop from Percent Wire resistance is doubled in the calculations for two wires Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not he lower then Device 1 0.295 65 19.81 0.589 2.89%- the manufactures listed minimum ooenitino voha a IE: rated operadno vole a 20-32 VDC . Device 2 0.295 46 19.28 1.120 5.49% Device 3 0.295 70 18.67 1.725 8.46% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 18.27 2.129 10.44% 1 Current @Rated VoItatte- Current ®Rated Volta e Device 5 0.295 70 18.07 2.331 11.43% Strobe Only Horn Strobe END 18.07 2.331 11.43% Model p Candela Model N Candela END 18.07 2.331 11.43% S 15 0.066 P 15 0.079 END 18.07 2.331 11.43% 1575 0.077 1575 0.09 END 18.07 2.331 11.43% 30 0.094 30 0.107 END 18.07 2.331 11.43% 75 0.158 75 0.176 END - 18.07 2.331 11.43% 95 0.181 95 0.194 END 18.07 2.331 11.43% 110 0.202 1 110 0.212 END 18.07 2.331 11.43% 115 0.210 115 0.218 END 18.07 2.331 11.43% 135 0.228 1351 0.238 END 18.07 2.331 11.43% 1501 0.231 150 0.246 END 18.07 2.331 11.43% 1771 0.281 177 0.282 END 18.07 2.331 11.43% 185 0.286 185 0.295 END 18.07 2.331 11.43% END 18.07 2.331 11.43% I END 1 2.331 11.43% Totals 1.475 321 !End of8.07 Line Voltage 18.07 V -%-0 M AZ AFAA NAC Voltage Drop Calculator for Audio I Visual devices This calculator provided voltage drop calculations in three formats Point to Point. End of Line, and Load Centering). Make sure that you know what method Is accepted by, and the results do not exceed the limits set by the respediva Jurisdiction Point to Point Method End of Line Method I Load Centering Method Pmjecl Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS bate-1-2.24.12 Circuit Number PS 3 NAC 3 Totals Voltage Totals Volta a Totals Voltage Area Covered Current Distace n Drop Cunene Distance Drop Current Distance Dro Nominal System Volta 20.4 1.475 281 1.97 1.475 281 2.545 1.475 281 1.272 Minimum Device Villa a 16 End of Line Voltage 18.43 End of Line Voltagel 17.86 End of Line Voltage[ 19.13 Total Circuit Current 1.475 Wire Ohm's Percent Drop 9.65% Percent Dropj 12.47% Percent 11-1 6.24% Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1st device 1 25 14 3.07 Standard Wire Resistance in Ohms RE 1000 feet. Wlm Gauge for balance of circuit 1 16 4.89 18=7.77 18=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awg= Solid Conductors 12-10 A = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At DropfmmJ Percent Wire resistance is doubled in the calculations for two wires Positive and Negative) Number Current device Device source Drop The volts a calculated to the last device in any method must not be lower then Device 1 0.295 25 20.17 0.226 1.11% the manufactures listed minimum operating voltage IE: rated operating voltage 20-32 VDC . Device 0.295 46 19.64 0.757 3.71% Device 3 0.295 70 19.04 1.363 6.68% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 18.63 1.767 8.66% 1I Current GRated Volta e Current ®Rated I Voltatie Device 5 0.295 70 18.43 1.969 9.65% Strobe Only Hom Strobe END 18.43 1.969 9.65% Model If Candela Modelp lCandela END 18.43 1.969 9.65% S 15 0.066 P 15 0.079 END 18.43 1.969 9.65% 1575 0.077 1575 0.09 END 1 18.43 1.969 9.65% 30 0.094 30 0.107 END 18.43 1.969 9.65% 75 0.158 75 0.176 END 18.43 1.969 9.65% 95 0.181 95 0.194 END 18.43 1.969 9.65% 110 0.202 110 0.212 END 18.43 1.969 9.65% 115 0.210 115 0.218 END 18.43 1.969 9.65% 135 0.228 135 0.238 END 18.43 1.969 9.65% 1501 0.231 150 0.246 END 18.43 1.969 1 9.65% 1 1771 0.281 177 0.282 END 18.43 1.969 9.65% 185 0.286 185 0.295 END 18.43 1.969 9.65% END 18.43 1.969 9.65% END 18.43 1.969 9.65% Totals 1 1.475 1 281 End of Line Voltage 1 18.43 AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator Provided voltage drop calculations In three formats Point to Point. End of Line, and Load Centering). Make sure that you know what method is accept ed by, and the results do not esceatl the limits set by the respedive urlsdictlon Point to Point Method End of Line Method Load Centering Method Project Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 1 2.24.12 Circult Number PS 3 NAC 4 Totals Voltage Totals Volta a Totals Voltage Area Covered Current 1 Distance Drop Current Distance Dro Cunent Distance Drop Nominal System Volta 20.4 1.475 351 2.60 1.475 351 3.179 1.475 351 1.589 Minimum Device Voltage 16 End of Line Voltaa 17.80 End of Line Voltagel 17.22 End of Line Voltaa 18.81 Total Circuit Current 1 1.4751 Wire Ohm's Percent Drop 12.76% Percent Oro 15.58% Percent Drop 7.79% Gauge Per 1000 End of Line and Load Centering Methods use only the wire quage for the first device to source Distance from source to 1 at device 1 95 14 3.07 Standard Wtre Resistance In Ohms r 1000 feet. Wire Gauge for balance of circuit 1 16 4.89 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current In amps. Distance 18-14 Awg=Solid Conductors 12-10 A = Stranded Conductors .150 - 150 ma from Voltage Notes:T. Device Device prevbu3 Al Drop from 'Percent Wlre resistance is doubled in the calculations for two wires Positive and N ative Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 95 19.54 0.860 4.22% the manufactures listed minimum operating voltage IE: rated operating voltage 20-32 VDC . Device 2 0.295 46 19.01 1.391 6.82% Device 3 0.295 70 18.40 1.997 9.79% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 18.00 2.401 11.77% 1 I 1 Current @Rated Voltage Current ®Rated Voltage Device 5 0.295 70 17.80 2.603 12.76%. Strobe Only Hom Strobe END 17.80 2.603 12.76% - Model p Candela Model p Candela END 17.80 2.603 12.76% S 15 0.066 P 15 0.079 END 17.80 2.603 12.76% 1575 0.077 1575 0.09 END 1 17.80 2.603 12.76% 30 0.094 30 0.107 END 17.80 1 2.603 12.76% 75 0.158 75 0.176 END 17.80 2.603 12.76% 95 0.181 95 0.194 END 17.80 2.603 12.76% 110 0.202. 110 0.212 END 17.80 2.603 12.76% 115 0.210 115 0.21E END 17.80 2.603 12.76% 135 0.228 135 0.238 END 17.80 2.603 12.76% 150 0.231 150 0.246 END 17.80 2.603 12.76% 1 1 177 0.281 177 0.282 END 17.80 2.603 12.76% 185 0.286 185 0.295 END 17.80 2.603 12.76% I END 17.80 2.603 12.76% END 17.80 2.603 12.76% Totals 1.475 351 IEnd of Line Volta 17.80 i .�1j.) ,5� Jobsite Information: FRONTIER FCPS-24FS6 / 8 B Regulated Load in Standby PS 4 Calculation Device Type Number of Devices Current (Amps) Total Current (Amps) Main PC Board 1 X 0.065 = 0.065 Power Supervision Relays 0 X 0.025 = 0 Auxiliary Current Draw 0 X 0 = 0 from TB4 Terminals 9 & 10 STANDBY LOAD = 0.065 Regulated Load in ALARM Device Type Number of Devices Current (Amps) Total Current (Amps) Main PC Board without AC 1 X 0.145 - 0.145 Power Supervision Relays 0 X 0.025 = 0 Auxiliary Current Draw 0 X 0 = 0 from TB4 Terminals 9 & 10 NAC / Output # 1 1 X 1.475 = 1.475 NAC / Output # 2 1 X 1.475 = 1.475 NAC / Output # 3 1 X 1.475 = 1.475 NAC / Output # 4 1 1 X 0.964 = 0.964 ALARM LOAD - 5.534 Battery Amp Hour Calculation Standby Load Current (Amps) Required Standby Time (Typically 24 or 60 Hours 0.065 X 24 - 1.56 AH Alarm Load Current (Amps) Required Alarm Time (Typically 5 or 10 Minutes 5.534 X 10 = 0.92 AH Sub Total Standby / Alarm Amp Hours 2.48 AH Multiply by the Derating Factor X 1.2 ' Total Ampere Hours Required = 3 AH Derating Factor required to compensate for the non -linear discharge characteristic of a battery. AZ AFAR NAC Voltage Drop Calculator for Audio Visual devices This calculator provided voltage drop calculations in three formats Point to PoinL End of Line, and Load Canted Make sure that you know whet method Is accepted by, and the results do not exceed thelimltssetbvtherespediva udsdlctlon Point to Point Method End of Line Method I Load Centerino Method Project Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 2.2a.12 Circuit Number PS 4 NAC 1 Totals Villa a Totals Vd a Totals Voltage Area Covered Current Distance Dro Curtant Distance Dro Current Distance Drop Nominal System Voltag 1.475 1 341 2.51 1.475 1 341 1 3.088 1.475 1 341 1 1.544 Minimum Device Voltage 18 End of Line Voltaa 11.89 End of Line Voltagel 17.31 End of Line Voltagel 18.86 Total Circuit Current 1 1.4751 Wire Ohm's Percent Drop 12.32% Percent Dro 15.14% Percent `rmn 7.57% Gauge Per 1000 End of Line and Load Centering Methods use only the wire quage for the first device to source Distance from source to 1st device 1 85 14 3.07 Standard Wire Resistance In Ohms per 1000 feet Wire Gauge for balance of circuit I 16 4.89 1 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 A = Solid Conductors 12-10 A - = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At jDropfrom Percent Wire resistance Is doubled in the calculations for two wires Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 85 19.63 0.770 3.77% the manufactures listed minimum operating voltage IE: rated operating voltage 20-32 VDC . Device 2 0.295 48 19.10 1.301 6.38% Device 3 0.295 70 18.49 1.907 9.35% Device Manufacturer SYSTEM SENSOR Davica Manufacturer SYSTEM SENSOR Device 4 0.295 70 18.09 2.310 11.33% 1 1 Current ®Rated Voltage I I Current @Rated Volta e Device 5 0.295 70 17.89 2.512 12.32% Strobe Only Horn Strobe END 17.89 2.512 12.32% Model If Candela Model p lCandela END 17.89 2.512 12.32% S 15 0.066 P 15 0.079 END 17.89 2.512 12.32% 1575 0.077 1575 0.09 END 17.89 2.512 12.32% 30 0.094 30 0.107 END 17.89 1 2.512 12.32%. 75 0.158 75 0.176 END _ 17.89 2.512 12.32% 95 0.181 95 0.194 END 17.89 2.512 12.32% 110 0.202 110 0.212 END 17.89 2.512 12.32% 115 0.210 115 0.218 END 17.89. 2.512 12.32% 135 0.228 135 0.238 END 17.89 2.512 12.32% 1501 0.231 150 0.246 END 17.89 2.512 12.32% 1 1771 0.281 177 - 0.282 END 17.89 2.512 12.32% 185 0.286 185 0.295 END 17.89 2.512 12.32% END 17.89 2.512 12.32% END 17.89 2.512 12.32% tals 1.475 341 1 End of Line Voltage 17.89 AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator provided voltage drop calculations In three formats Point to Point, End of Line, and Load Centering). Make sure that you know what method is accootad by. and the results do not exceed the limits set by the respeAlva jurisdiction Point to Point Method End of Line Method Load Centering Method Project Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 2.24.12 Circuit Number PS 4 NAC 2 Totals Volta a Totals Volta a Totals Volta e Area Covered rrent Distanc Cue Dro Current Distance Drop Current Distan Oro Nominal System Volta 20.4 1.475 321 2.33 1.475 321- 2.907 1.475 32ce 1 1.454 Minimum Device Voltage 16 End of Line Voltagel 18.07 End of Line Voltagel 17.49 End of Line Voltagel 18.95 Total Circuit Current 1 1.4751 Wire Ohm's Percent Droot 11.43% Percent Dropi 14.25% Percent Drool 7.13% Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1 st device 1 65 14 3.07 Standard Wire Resistance in Ohms per 1000 feet. Wire Gauge for balance of circuit 1 16 4.89 18=7.77 18=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Awq= Solid Conductors 12-10 A = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At Dropfrom Percent Wire resistance Is doubled in the calculations for two wires Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 65 19.81 0.589 2.89% the manufactures listed minimum operatIna volts a IE: rated operating voltage 20-32 VDC . Device 2 0.295 46 19.28 1.120 5.49% Device 3 0.295 70 18.67 1.725 8.46% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 70 18.27 2.129 10.44% Current GRaled Voltage I Current ®Rated Voltage Device 5 0.295 70 18.07 2.331 11.43% Strobe Only Hom Strobe END 18.07 2.331 11.43% Model A Candela Model# Candela END 1 18.07 2.331 11.43% S 15 0.066 P 15 0.079 END 18.07 2.331 11.43% 1575 0.077 1575 0.09 END 18.07 2.331 11.43% 30 0.094 30 0.107 END 18.07 2.331 11.43% 75 0.158 75 0.176 END 18.07 2.331 11.43% 95 0.181 95 0.194 END 18.07 2.331 11.43% 110 0.202 110 0.212 END 18.07 2.331 11.43% 115 0.210 115 0.218 END 18.07 2.331 11.43% 1351 0.228 135 0.238 END 18.07 2.331 11.43% 1501 0.231 1501 0.246 END 18.07 1 2.331 1 11.43% 1 1771 0.281 1 177 0.282 END 11.171 11.43% 185 0.286 185 0.295 END 18.07 2.331 11.43% END 18. 07 1 2.331 1 11.43% END 1 18.07 1 2.331 1 11.43% Totals 1 1.475 1 321 IEnd of Line Volta a 18.07 AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator provided voltage drop calculations In three formats Point to Point, End of Line, and Load Centering). Make sun that you know what method Is accept d by, and the results do not exceed the limits set by the respective jurisdiction Point to Point Method End of Line Method Load Centering Method Project Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS DateC 2.24.12 1 1 1- Circult Number PS 4 NAC 3 Totals Voltage Totals Voltage Totals Voltage Area Covered Current I Distance Drop Curren) DlsUnce Dro Current Disce tan Dro Nominal System Volta 20.4 1.475 333 2.43 1.475 333 3.016 1.475 333 1.508 Minimum Device Voltage 16 End of Line Voltage 17.97 End of Line Voltage 17.38 End of Line Voltagel 18.89 Total Circuit Current 1 1.475 Wire Ohm's Percent Drop 11.93% Percent Dropi 14.78% Percent Dro 7.39% Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1st device 1 75 14 3.07 Standard Wire Resistance in Ohms r 1000 feet. Wire Gauge for balance of circuit 16 4.89 18=7.77 9811 10=1.24 Enter current In amps. Distance 18-14 AwQ= Solid Conductors. 12.10 Awg = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At Drop from Percent Wue resistance is doubled in the calculations for two wires PosiWe and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.295 75 19.72 0.679 3.33% the manufactures listed minimum operating voila as IE: rated operating voltage 20-32 VDC . Device 2 0.295 46 19.19 1.210 5.93% Device 3 0.295 70 18.58 1.818 8.90% Device Manufacturer ISYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.295 72 18.17 2.231 10.94% 1I Current @Rated Volta a I Current ®Rated Volta e Device 5 0.295 70 17.97 2.433 11.93% Strobe Only Hom Strobe END 17.97 2.433 11.93% Model p Candela Model p nd.tal END 17.97 2.433 11.93% S 15 0.066 P 15 0.079 END 17.97 2.433 11.93% 1575 0.077 1575 0.09 END 1 1 17.97 1 2.433 11.93% 30 0.094 30 0.107 END 17:97 2.433 11.93% 75 0.158 75 0.176 END 17.97 2.433 11.93% 95 0.181 95 0.194 END 17.97 2.433 11.93% 110 0.202 110 0.212 END 17.97 2.433 11.93% 115 0.210 115 0.218 END 17.97 2.433 11.93% 135 0.228 135 0.238 END 17.97 2.433 11.93% 1501 0.231 150 0.246 END 17.97 2.433 11.93% 1 1771 0.281 177 0.282 END 17.97 2.433 11.93% 185 0.286 185 0.295 END 17.97 2.433 11.93% END 17.97 2.433 11.93% END 17.97 2.433 11.93% Totals 1.475 333 IEnd of Une Voltage 17.97 d40 AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator Provided voltage drop calculations In three formats Point to Point, End of Line, and Load Cantering). Make sure that youknow what method Is accept ed by, .and the results do not exceed the limits set by the respectiva jurisdiction Point to Point Method End of Line Method Load Centering Method Projecte t Name FRONTIER LOGISTICS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Data 2.24.12 Circuit Number PS 4 NAC 4 Totals Voltage Totals Volta a Totals Voltage Area Covered Current Distance Drop Cunene Distance Dro Current Distance Drop Nominal System Voltag 20.4 0.964 418 1.92 0.964 1 418 1 2.474 0.964 418 1 1.237 Minimum Device Voltage 16 End of Line Voltagel 18.48 End of Line Voltagel 17.93 End of Line Volta Le 19.18 Total Circuit Current 0.9641 Wire Ohm's Percent Dwpj 9.41% Percent Dropi 12.13% Percent Drop 6.06% Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1st device 200 14 3.07 Standard Wire Resistance in Ohms per 1000 feet. Wire Gauge for balance of circuit 16 4.89 18=7.77 18=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 A = Solid Conductors 12.10 A = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At Drop from Percent Wire resistance Is doubled in the calculations for two wires Positive and Negative) Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.212 200 19.22 1.184 5.80% the manufactures listed minimum operating voltage IE: rated operating voltage 20-32 VDC . Device 2 0.066 20 19.07 1.331 6.52% Device 3 0.066 7 19.02 1.378 6.75% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR Device 4 0.066 9 18.97 1.432 7.02% 1 Current @Rated Voltage I Current @Rated Voltage Device 5 0.066 8 18.92 1.476 7.23% Strobe Only Horn Strobe Device 6 0.066 15 18.85 1.547 7.59% 1 Model 8 Candela Model p lCandela Device7 0.079 131 18.80 1,601 7.85% S 15 0.066 P 15 0.079 Device 8 0.066 231 18.72 1.678 8.23% 1575 0.077 1575 0.09 Device 9 1 0.079 58 18.56 1.835 9.00% 30 0.094 30 0.107 Device 10 0.066 27 18.51 1.868 9.25% 75 0.158 75 0.176 Device 11 0.086 13 18.50 1.904 9,34% 95 0.181 95 0.194 Device 12 0.066 25 18.48 1.920 9.41% 110 0.202 1 110 0.212 END 18.48 1.920 9.41% 115 0.210 115 0.218 END 18.48 1.920 9.41% 135 0.228 135 0.238 END 18.48 1.920 9.41% iSol 0.231 150 0.246 END 18.48 1.920 9,41% 177 0.281 177 0.282 END 18.48 1.920 9.41% - 185 0.286 185 0.295 END 18.48 1.920 9.41% END 1 18.48 1 1.920 1 9.41% END 18.48 1.920 9.41% Totals 0.964 418 End of Line Voltage I 18.-- VISTA- 1 28FBN1 28FB-24 COMMERCIAL FIRE AND PARTITIONED ALARM PLATFORM Designed to integrate seamlessly with CCTV, access control and Honeywell's full range of fire and burglary components, the VISTA- 128FB provides the ultimate protection of life and property. The UL listed Commercial Fire and Burglary Control Platform controls up to eight partitions and supports up to 128 zones/points using hardwired, wireless and addressable V-Plex technologies. FEATURES • Supports addressable V-Plex access control points using VistaKey (1 to 8 doors) • Supports up to 15 doors of access control using Vista Gateway Module (VGM)' • Supports CCTV applications with the new VistaView-100 CCTV switcher module • Identifies the point or zone of a fire or alarm, using the new FSA-8/ FSA-24 Fire system annunciator Honeywell A diverse line of Honeywell initiating devices, notification circuits, digital dialers, keypads, RF receivers and relays support this extremely powerful control platform. The VISTA-128FB has been designed to mount quickly and easily in an attack resistant cabinet and is available in 12V and 24V models. • Stores up to 512 events and can accommodate 150 user codes • New E2 software simplifies programming • Easily programmed and maintained with newly upgraded Compass Downloader software • Eight hardwired zones standard, expandableto 120 V-Plex addressable points/zones or 128 wireless points/zones • Can control eight separate areas independently (8 partitions) • Two on -board notification (bell) circuits delivering 2.3A ® 12V or 3.4 amp ® 24V • Automatic smoke detector sensitivity maintenance testing Connects to Honeywell's Passpoint Access Control Systems. Maximum 32 doors. VISTA- 128FBN128FB-24 COMMERCIAL FIRE AND PARTITIONED ALARM PLATFORM SPECIFICATIONS: • Cabinet dimensions -18"HX 14.5'W X4.3"D • Environmental - Storage temp: -140F to 158°F (-10°C to 70°C) - Operating temp: -32°F to 1220F (0°C to 50°C) - Humidity: 85% RH • EMI Meets or exceeds the following requirements: - FCC Part 15, Class B Device - FCC Part 68 - IEC EMC Directive • Agency Listings Burglary - UL609 Grade A Local Mercantile Premises and - Mercantile Safe and Vault - UL611/1610 Grades A, AA, Central Station - UL365 Grades A. AA Police Connect • Fire - UL864 FPA72 Local, Central Station and Remote Station - Factory Mutual - California State Fire Marshal - MEA - UL985 • Additional Features - Notification Appliance Circuits (two) - Programmable - Temporal code compliant - Individually silenceable - Programmable on -board auxiliary relay - SIA false alarm reduction features: - Exit Error Logic - Exit Delay Reset - Cross Zoning - Call Waiting Defeat - Recent Close Report - Supports commercial hardwired, addressable V-Plex polling loop and wireless zones - Hardwired zones: - Provides nine style B hardwired zones - EOLR supervised for Fire and UL burglary installations - Supports N.0 or N.C. sensors - Individually assignable to one or all eight partitions - Up to 16 two -wire smoke detectors each zone 1 and 2 (32 total) - Up to 50 two -wire glass break detectors on zone eight - Patented addressable V-Plex polling IoopV-Flex technology: - Supports up to 120 two -wire zones/points - Global polling technology for faster processing Increased current draw capacit (128mA) Supervised by panel Individually assignable to partitions, notification circuit (bell) output or aux relay 4,000 ft capability without the use of shielded cable Extender/Isolation bus module Two -wire smoke detector zone/group expansion module adds two or four zones Eight zone - Class A and B Extender Module One zone supervised Contact Monitor Module - UL Listed wireless expansion - Supports up to 128 wireless zones using 5881 Receiver - Supervised by control for check - in signals w0. VISTA- 1 28FBN1 28FB-24 COMMERCIAL FIRE AND PARTITIONED ALARM PLATFORM SPECIFICATIONS: - Tamper protection for transmitter - Individually assignable up to eight partitions - Supports UL864 FPA approved wireless smoke\ndetectors Access control integration - Full integration with PassPoint - Access Control System Complete Gateway in access functions - Event reporting - Local printer of access or VISTA related event - Scheduled uploading of events to central station - Stored events for one call retrieval - Communication - Phone mapping by zone response type - Supports VIP Interactive Phone Voice Module Panel operation during download Uploading equipment list to central station Communication to PassPoint via Vista Gateway Module (VGM) • Applications Supported by a diverse line of Honeywell initiating devices, the powerful VISTA-128FB is the ideal integrated fire and burglary control for applications where a higher level of security is necessary including medical and professional buildings, supermarkets, churches and synagogues, office buildings, schools, universities, strip malls, larger residences and factory or warehouse environments. 6 rat co...naw mlw,e I I w•ro sam,.w row ?p # Honeywell • Installation The VISTA- 128FB alarm system has been designed to mount both quickly and easily in an attack resistant cabinet. It meets all applicable requirements for UL commercial burglary installations. • Electrical: - Primary power: - 18 VACC 72 VA No. 1450 - Quiescent current draw: - 350mA - Backup battery - 12VDC, 12AH min to 34AAH max - Lead acid battery (gel type) - Alarm power - 12VDC, 1.7A max for each notification (bell) circuit output - Aux. standby power - 12VDC, 1A max - Total power - 2.3A at 12VDC, 3AA at 24VDC from all sources - Standby time - 24 hours with 1 A standby load or 60 hours with 205mA max standby load using 34AAH battery - Fusing - Battery input, aux. and notification (bell) circuit outputs are protected using PTC circuit protectors. All outputs are power limited. - Main dialer - Line seize: - Double Pole • Ringer equiv. - 0.713 • Formats - ADEMCO Low Speed, ADEMCO 4+2 Express, ADEMCO High Speed, ADEMCO Contact ID, Sescoa and Radionics VISTA-128FBN128FB-24 COMMERCIAL FIRE AND PARTITIONED ALARM PLATFORM SPECIFICATIONS: • Auxiliary devices - 6160CR Alpha Keypad Commercial Fire - 6139R - Red Alpha Keypad/Annunciator - FSA-8 8 FSA-24 Fire System Annunciator - 4204 - Relay Module, four form C contacts - 4204CF - Two supervised output circuits - 6220S - System printer used with 4100SM Serial Interface Module - 5140DILM, FSA-8, FSA-24, FSAKSM Fire Annunciator • Two -wire and four -wire smoke detectors conventional - System Sensor smoke detectors • Horn/Strobes - System Sensor notification appliances • Manual pull stations - 514OMPS-1 . 5140MPS-2 • V-Plex (addressable) devices - 4101 SN Single Relay/Zone Module - 4190SN Remote Point Module - two zones - 4190WH Two Point Multiplex RPM - 4193SN Two Zone Serial Interface Module - 4208U Loop Expansion Module - eight zones - 4208SNF Class A/13 Expander Module ORDERING 4209U Group Zoning Module - two/tour zones 4293SN One Zone Serial Interface Module 4297 Isolation/Extender Module • V-flex (addressable) smoke detectors - 5192SD - 5192SDT • Passive infrared detectors - 998MX - 4275E(-SN - 4278EX-SN - Ouest 2260SN • V-Plex (addressable) contacts - 4939SN-WH - 4944SN-WH - 4959SN • Glassbreak detectors - 9500SN • VISTA Interactive Phone Module - 4286 Voice Module • Optional 24V power supply - PS24 - 24V power supply - 3.4A • Long range radio - Long range radio 7720ULF-XX, 7845C,7835CFPK • Upgraded software - Upgraded Compass Downloader Windows compatible VISTA-128FB Commercial Fire and Partitioned Burglary Alarm Platform 12V Model j V128FB-24 Commercial Fire and Partitioned Burglary Alarm Platform 24V Model Honeywell Security S Custom Electronics Honeywell 2 Corporate Center Dr. Suite 100 P.O. Box 9040 Melville. NY 11747 www.honeywell.com UV15128F&D AugW 2OD7 0 2007 Hveywul Mermtlmtl Mc. • Wireless devices - 5804 - Wireless Key - 5804BD - Bi-Directional Key - 5804BDV - Bi-Directional with voice - 5816 - Door/Window Transmitter - 5819 - Shock Sensor - 58276D - Bi-Directional Keypad - 5849 - Glassbreak Detector - 5881 Series - RF Receiver supporting 5800 wireless detectors - 5890 - FIR • Access control - VistaKey V-Plex (addressable) Access Control - VistaKey-SK Starter Kit - VistaKey-EX Expansion Kit - VGM Vista Gateway Module to PassPoint Access Control (Honeywell Access Systems) • CCTV - Vista View-100-CCTV Switch Module • Commercial wireless devices - 5869 - Hold up Transmitter - 5817CB - Wireless Commercial Transmitter - 5881 ENHC - Commercial Fire/Burg Receiver - 5808W3 - Wireless Smoke Detector - 5809 - Wireless Heat Detector Honeywell DF-52004:A7 • F-050 BG-12 Series Manual Fire Alarm Pull Stations The Fire-Lite BG-12 Series is a cost-effective, feature -packed series of non -coded manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end -user in mind. The BG-12 Series features a variety of mod- els including single- and dual -action versions. The BG-12 Series provides Fire-Lite Alarm Control Panels (FACPs), as well as other manufacturers' controls, with a man- ual alarm initiating input signal. Its innovative design, durable construction, and multiple mounting options make the BG-12 Series simple to install, maintain, and operate. Features • Aesthetically pleasing, highly visible design and color. • Attractive contoured shape and light textured finish. • Meets ADA 5 lb. maximum pull -force. • Meets UL 36, Standard for Manually Actuated Signaling Boxes. • Easily operated(single- or dual -action), yet designed to pre- vent false alarms when bumped, shaken, or jarred. • PUSH INIPULL DOWN handle latches in the down position to clearly indicate the station has been operated. • The word "ACTIVATED" appears on top of the handle in bright yellow, further indicating operation of the station. • Operation handle features white arrows showing basic opera- tion direction for non -English-speaking persons. • Braille text included on finger -hold area of operation handle and across top of handle. • Multiple hex- and key -lock models available. • U.S. patented hex -lock needs only a quarter -turn to lock/ unlock. • Station can be opened for inspection and maintenance with- out initiating an alarm. • Product ID label viewable by simply opening the cover; label is made of a durable long -life material. • The words "NORMAL" and "ACTIVATED" are molded into the plastic adjacent to the alarm switch (located inside). • Four -position terminal strip molded Into backplate. • Terminal strip includes Phillips combination -head captive B/32 screws for easy connection to Initiating Device Circuit (IDC). • Terminal screws backed -out at factory and shipped ready to accept field wiring (up to 12 AWG/3.1 mm2). • Terminal numbers are molded into the backplate, eliminating the need for labels. • Switch contacts are normally open. • Can be surface -mounted (with SO-10 or SB-UO) or semi - flush mounted. Semi -flush mount to a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box. • Backplate is large enough to overlap a single -gang backbox cutout by 1/2" (1.27 cm). • Optional trim ring (BG12TR). • Spanish versions (FUEGO) available (BG-12LSP, BG-12LPSP). • Designed to replace the Fire-Lite legacy BG-10 Series. • Models packaged in attractive, clear plastic (PVC), clam - shell -style, Point -of -Purchase packages. Packaging includes a cutaway dust/paint cover in shape of pull station. 8 Fire-uTe Alarms by Honeywell Conventional Initiating Devices Construction • Cover, backplate and operation handle are all molded of durable polycarbonate material. • Cover features white lettering and trim. • Red color matches System Sensors popular SpectrAler* Advance horn/strobe series. Operation The BG-12 manual pull stations provide a textured finger -hold area that includes Braille text. In addition to PUSH IN and PULL DOWN text, there are arrows indicating how to operate the sta- tion, provided for non -English-speaking people. Pushing in and then pulling down on the handle activates the normally -open alarm switch. Once latched in the down position, the word "ACTIVATED" appears at the top in bright yellow, with a portion of the handle protruding at the bottom as a visible flag. Resetting the station is simple: insert the key, twist one quarter - turn, then open the station's front cover, causing the spring - loaded operation handle to return to its original position. The alarm switch can then be reset to its normal (non -alarm) position manually (by hand) or by closing the station's front cover, which automatically resets the switch. `\ t OF-52004:A1 •04/22/08 — Page 1 of 2 Specifications PHYSICAL SPECIFICATIONS: pull station SB-IIO SS-10 Height 5.5 inches 5.601 inches 5.5 inches (13.97 cm) (14.23 cm) (13.97 cm) Width 4.121 inches 4.222 inches 4.121 inches (10.47 cm) (10.72 cm) (10.47 cm) Depth 1.39 inches 1.439 inches 1.375 incres (3.53 cm) (3.66 cm) (3.49 cm) szoowim.w ELECTRICAL SPECIFICATIONS: Switch contact ratings: gold-plated; rating 0.25 A G 30 VAC or VDC. ENGINEERING/ARCHITECTURAL SPECIFICATIONS Manual Fire Alarm Stations shall be non -code, with a key- or hex -operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key or hex. An operated station shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red colored LEXAN (or polycartionate equivalent) with clearly visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1.00 inches (2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-10 or SB-1/0; or semi -flush mounting on a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Under- writers Laboratories listed. NOTE., 'The words "FIRE/FUEGO" on the BG-12LSP shall appear on the front of the station in white letters, approximately 3/4' (1.905 cm) high. Agency Listings and Approvals The listings and approvals below apply to the BG-12 Series pull stations. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. • C(UL)US: S711 • FM Approved • CSFM: 7150-0075:184 • MEA: 67-02-E • Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6.632.108. Product Line Information BG-12S: Single-action pull station with pigtail connections, hex lock. BG-12SL: Same as BG-12 with key lock. BG-12: Dual -action pull station with SPST WO switch, screw terminal connections, hex lock. BG-12L: Same as BG-12 with key lock. BG-12LSP: Same as BG-12L with English/Spanish (FIRE/ FUEGO) labeling. BG-12LOB: Same as BG-12L with "outdoor use" listing. Includes outdoor listed backbox, and sealing gasket. BG-12LO: Same as BG-12L with "outdoor use" listing. Does not include backbox. BG-12LA: Same as BG-12L with auxiliary contacts. BG-12LPS: Dual -action pull station with pre -signal option. BG-12LPSP: Same as BG-12LPS with English/Spanish (FIRE/ FUEGO) labeling. SB-10: Surface -mount backbox, metal. SB-YO: Surface -mount backbox, plastic. (Included with BG- 12LOB.) BG12TR: Optional trim ring for semi -flush mounting. 17003: Keys, set of two. (Included with key -lock pull stations.) 17007: Hex lock, 9/64". (Included with hex -lock pull stations.) NOTE: For addressable BG-12LX models, see data sheaf DF- 52013. Flre•LiteO Alarms, SpectrAlertS Advance, and System Sensor® are registered trademarks of Honeywell International Inc. 02008 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. ISO 990 1 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date end accurate. We cannot cover all specific applications or anticipate all requirements. EYBI�i All specifications are subject to change without notice. SNSLITT SYSTEMS For more information, contact Fire-Lite Alarms. Phone: (800) 627-3473, FAX: (877) 699-4105. www.firelitaxom Page 2 of 2 — DF-52004:A1 •04/22108 SYSTEM �' SENSOR Photoelectric Smoke Detectors System Sensor's ia" series smoke detectors represe significant advancement in conventional detecti The is family is founded on three principles: instal, ... , ease, intelligence, and instant inspection. Peatums • Plug-in detector line, mounting base included • Large wire entry port • In -line terminals with SEMS screws • Mounts to octagonal and single -gang backboxes, 4-square backboxes, or direct to ceiling • Stop-Drop'N Lock attachment to base • Removable detector cover and chamber • Built-in remote maintenance signaling • Drift compensation and smoothing algorithms • Simplified sensitivity measurement • Wide angle, dual color LED indication • Loop testing via EZ Walk feature • Built-in test switch Agency Listings U� LISTED FM i,I1 3011", J212-1209210 Imtalllatlon oasa.The P line redefines installation ease with its plug-in design. This allows an installer to pre -wire the bases included with the heads. The large wire entry port and in -line terminals provide ample room for neatly routing the wiring inside the base. The base accommodates a variety of back box mounting methods, as well as direct mounting with drywall anchors.To complete the Installation, P heads plug in to the base with a simple Stop-Drop'N Lock" action. IMdllgence. P detectors offer a number of intelligent features to simplify testing and maintenance. Drift compensation and smoothing algorithms are standard with the 13line to minimize nuisance alarms.Two-wire 13 detectors needing cleaning can generate a remote maintenance signal, when connected to the 2W-MOD2 loop test maintenance module, or to a panel equipped with the P protocol.This signal is indicated by LEDs located at the module and the panel.The SENS-RDR, a wireless device, displays the sensitivityof i3 detectors in terms of percent per-footobscuration. Instant Inspedlon. The P series provides wide-angle red and green LED indicators for instant inspection of the detector's condition: normal standby, out -of -sensitivity, alarm, or freeze trouble. When connected tothe 2W-MOD2 loop test/maintenance module or a panel with the P protocol, the EZ Walk loop test feature Is available on two -wire P detectors. This feature verifies the initiating loop wiring by providing LED status indication at each detector. " approved approved 2%01 E 201 D 'C♦_ Smoke Detector Smoke detector shall be a System Sensor P Series model number listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems. The detector shall be a photoelectric type (Model 2W-B, 4W-B) or a combination photoelectrichhermal (Model 2WF-B, 4Wi-B) with thermal sensor rated aM 35'F (57.2'C).The detector shall Include a mounting base for mounting to 315-inch and 4-inch octagonal, single gang, and 4-inch square back boxes with a plaster ring, or direct mount to the ceiling using drywall anchors. Wiring connections shall be made by means of SEMS screws.The detector shall allow pre -wiring of the base and the head shall be a dug -in type. The detector shall have a nominal sensitivity of 2.5 percent -per -foot nominal as measured in the UL smoke box. The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms. The detector shall piwide dual color LED Indication which blinks to indicate power up, normal standby, out of sensitivity, alarm, and freeze trouble (Model 2WF-8.4WF-B) conditions. When used in conjunction with the 2W-MOD2 module, 2-wire models shall Include a maintenance signal to indicate the need for maintenance at the alarm control panel, and shall provide a loop testing capability to verify the circuit without testing each detector individually. Electrical Specifications Operating Voltage Nominal: 12/24Vnon-polarized Minimum: 85V Maximum: 35V - Maximum Ripple Voltage 3096 peak to peak of applied voltage Standby Current 2-wire: 50 pA maximum average; 4-wire: 50 pA maximum average Maximum Alarm Current 2-wire; 130 mA limited by control panel; 4-wire: 20 mA 012V. 23mA0 24V 2-wire: 100 vA; 4-wire: n/a Alarm Contact Ratings 2-wire: Na; 4wAre: 05 A@30V AC/DC Physical Specifications Dimensions (including base) 53 inches (127 mm) diameter; 2.0 inches IS mm) height Weight 63 oz (178 grams) Operating Temperature Range 2W-8 and 4W-8:32`F-120'FVC-49Y);2WT-8 and 4WF-8: 32'F-100°F(0°C-37$°q Operating Humidity Range 0 to 95%RH non -condensing Thermal Sensor 135°F (57.2°C) fixed Freeze Trouble 2WF-5 and 4WT-B only: 41T(5Y) Sensitivity 2596/ft. nominal Input Terminals 14-22 AWG Mounting 3S5mmch octagonal back box 4-inch octagonal back box Single gang back box 4-Inch square back box with a plaster ring Direct mount to ceiling r Modes LED Mode Green LED Power Up Sequence for LED Indication Red LED Condition Duration Porter up Blink every 10 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal (standby) Blink every 5 seconds off Out of sensitivity off Blink every 5 seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Ordering Information 2W-B No 2-wire - 130 mA max. limited by control panel 2WF-B Yes 2-Wre 130 mA max. limited by control panel 4W-B No 4-wire 20 mA@IN 23mA@24V 4WT-8 Yes 4-wire 20 mA @ 12V, 23mA @ 24V Accessories 2W-MOD2 2-wre loop test/ maintenance module RT Rertoval/ replacement tool SENS-RDR Sensitivity reader A77-AB2 Retrofit adapter bracket, 66 in.(16.76cm) diameter 3825 Ohio Avenue- St. Chades,IL 60174 Phone: 800-SENSOR2 - Fax: 630-377-6495 mmesry�s,m. FEB 2 8 202 �� SYSTEM �� SENSOR Selectable Output Horns, Strobes, and Horn/Strobes SpectrAlert*Advanceselectable-output horns, strobes, and horn/strobes are rich with features guaranteed to cut installation times and maximize profits. I o m 9 y e t e m 8__q e o Features The SpactrAlert Advance series of notification appliances is Electrically compatible with existing SpectrAlert products Automatic selection of 12- or 24-volt operation at 15 and 15/75 candela designed to simplify installations, with features such as plug in designs, instant feedback messages to ensure correct installation of individual devices, and 11 field -selectable candela settings for wall and ceiling strobes and horn/strobes. Plug-in design Field selectable candela settings on wall and ceiling units:15,15/75, When installing Advance products, first attach a universal mounting 30, 75, 95, 110, 115, 135, 150, 177, 185 plate to a four -inch square, four -inch octagon or double -gang Same mounting plate for wall -and ceiling -mount units junction box. The two -wire mounting plate attaches to a single -gang • Shorting spring on mounting plate for continuity check before Junction box installation •Tamper resistant construction • Outdoor wall and ceiling products rated from -41 to 151°F • Design allows minimal intrusion into the back box • Horn rated at 88+dbA at 16 volts • Rotary switch for horn tone and three volume selections • Outdoor products UL listed to UL 1638 (strobe) and UL 464 (horn) outdoor requirements Outdoor products NEMA 4X rated Compatible with MDL sync module Agency Listings srsxwxc FM MEA >I]i165i166066C[�o,°Gf,l )1C61651181(ca�°aaw°trsl UL i ® ]�tY165SIB616wNSVWet LISTED na°aovro approved rusies�ue°mw„,. Nimes uwa5tvli Next, connect the notification appliance circuit wiring to the SEMS terminals on the mounting plate. Finally, attach the horn, strobe or horn/strobe to the mounting plate by inserting the product's tabs in the mounting plate's grooves. The device will rotate into position, locking the product's pins into the mounting plate's terminals. The device will temporarily hold in place with a catch until it is secured with a captured mounting screw. The SpectrAlert Advance series includes outdoor notification appliances. Outdoor strobes and horn/strobes (two wire and four wire) are available for wall or ceiling. Outdoor horns are available for wall only. All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. cCEI1oE FE9 2 8 2012 4 Advance General SpectrAlen Advance horns, strobes and horn/strobes shall mount to a standard 4 x 4 x I V:-Inch back box, 4Anch octagon back box or double -gang back box. Two -wire products shall also mount to a single -gang 2 x 4 x V/cinch back box. A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also. SpectrAlert Advance products, when used with the Sync -Circuit Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync -Circuit Module. 12-volt rated notification appliance circuit outputs shall operate between nine and 175 volts; 24-vo11 rated notificaton appliance circuit outputs shall operate between 17 and 33 volts. Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC, or full -wave rectified, unfiltered power supply. Strobes and horn/strobes shall have field -selectable candela settings including 1 S. 15/75. 3Q 75.95, 110,115, 135, 150. 177,185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service:The strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances. Flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon Rash tube and associated Iensbe8ector system. Hom/Strobe Combination The horn/strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn/strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at IHz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon Rash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three -pattern and a non -temporal (continuous) pattern. These options are set by a multiple position switch. On four -wire products, the strobe shall be powered independently of the sounder. The horn on horn/strobe models shall operate on a coded or non -coded power supply. Outdoor Products SpectrAlert Advance outdoor horns, strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit. The products shall be listed for use with a System Sensor outdoor/weatherproof back box with half inch and three -fourths inch conduit entries. Synchronization Module The nodule shall be a System Sensor Sync -Circuit model MDL listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn/strobe models over a single pair of wires. The module shall mount to a 4"/u x 4"/Ae x 21/.-inch back box The module shall also control two Style Y (class B) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Standard Operating Temperature 32'F to 120'F (01C to 49'q K Series Operating Temperature -401F to 15IT (-40'C to 66'C) Humidity Range 10to 93%non-condensing(indoor products) Strobe Flash Rate 1 flash per second 12CC/FWR or requlated 24DC/FWR' Operating Voltage Rangd 8 to 175 V (12V nominal) or 16 to 33 V (24 nominal) Input terminal wire gauge 12 to 18 AWG Ceiling mount dimensions (including lens) 6.8"diameter x 25"high 073 mm diameter x 64 mm high) Wall mount dimensions (including lens) 5.61 x 4.7 W x 25"D (142 mm L x 119 mm W x 64 mm D) Horn dimensions 5b1 x 4.7 W x 1.3D (I42 mm L x 119 mm W x 33 mm D) Wall -mount back box skirt dimension(BBS-2, BBSW-2) 5.91x5.0W x 2.2D(151 mm L x 128 mm W x 56 mm D) Ceiling -mount back box skirt dimensions (BBSC-2, BBSCW-2) 7.1 "diameter x 2.25"high (180 mm diameter x 57 mm high) Wall -mount weatherproof back box dimensions (SA-WBB) 5.71 x 5.1 W x 2.0D (145 mm L x 130 mm W x 51 mm D) Ceiling -mount weatherproof back box dimensions(SA-W88C) 7.1"diameter x2.0" high (180 mm diameter x 51 mm high) Wall -mount trim ring dimensions(TR-HS, TRW-HS) 5.71x 4.812W x 035D(146 mm L x 122 W mm x 9 D mm) Ceiling-mounttrim ring dimensions(TRC-HS, TRCW-HS) 6.9"diameter x0.35 high 076 mm diameter x 9 mm high) Notes: 1. Full Wave Rectified (FWR) voltage is a non -regulated, time varying power source that is used on some power supply and panel outputs 2. P, S, PC, and SC products will operate at 12 V nominal only for 15 and 15/75 cd. � �(T' J �� . u, s UL Current Draw Data ,.ULMax. Horn Current ,. 8-175 volts 16-33 Volts 8-175 volts 16-33 Volts Candela DC FWR DC - FWR Sound Pattern dB DC FWR DC FWR Standard 15' 123 ' 128 66 71 Temporal High 57 55 69 75 . Candela Range 15/75• 142 148 77 81 Temporal Medium 44 49 58 69 ' 30' NA NA 94 96 Temporal Low, 38 44 44 48 75' NA NA 158 153 Non -temporal High 57 ' 56 69 75 95' NA NA 181 176 Non -temporal Medium 42 50 60 69 110 NA NA 202 195 Non -temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela Range 15Q NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 251 UL Max. Current 185 Draw ImA NA RMS), 2-wire NA Horn/Strobe, 286 Standard 258 Candela Range (15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15775 15 15175 30 . 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low, 132 143 66 77 93 154 '179' 198 207 Non -temporal High 141 152 91 100 116 176 201 221 229 Non -temporal Medium 133 145 75 85 102 163 187 207 216 Non -temporal Low 131 144 68 79 96 156 182 201 210 Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Nomemporal High 142 161 103 112 126 181 203 221 229 Non -temporal Medium 134 155 85 95 110 166 189 208 216 Non -temporal Low UL Max. Current Draw (mA 132 RMS), 2-wire HornfStrobe, 154 80 High Candela 90 Range (135-185 105 cd) 161 _ 184 202 211 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High _ 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low _ 232 251 282 292 Temporal Low, 207 221 248 256 Non -temporal High 255 270 303 309 Non -temporal High 233 248 275 281 Non -temporal Medium 242 259 293 299 Non -temporal Medium 219 232 262 267 Non -temporal Low 238 254 291 295 Non -temporal Low, 214 229 256 262 Candela Derating For K series products used at low temperatures, listed candela ratings must be reduced in accordance with this table. Listed Candela Candela rating at-40'F 15 Do not use below 32°F 15/75 30 75 44 95 70 110 110 115 115 135 135 150 ISO 177,—_ 177 1857 �j —Jj \I'/ if s 1851i 'Ll�' S Fi Horn Tones and Sound Output Data Switch Position Sound Pattern dB 8-17.5 Volts DC FWR 16-33 Volts DC FWR 24 Volt Nominal Reverberant Anechoic DC. FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low, 71 73 -76 76 83 .80 94 89 4 Non -temporal High 82 82 88 88 93 92 100 100 5 Non -temporal Medium 78 78 85 85 90 90 98 98 6 Non -temporal Low 75 75 81 81 88 84 96 - 92 7' Coded High 82 82 88 88 93 92 101 101 8' Coded Medium 78 78 85 85 90 90 97 98 9' Coded LOW 75 0-- -7,"'P,8r-7W- 96 92 'Settings 7, 8, and 9 are not available on 2-wire hom/strobe. FEB 2 9 2012 a a BY:_ 4, Wall back box skirt Ceiling back box skirt SpectrAlert Advance Ordering Information Wall Hom/Strobes P2R" 2-wire Horn/Strobe, Standard cdt, Red P2RH• 2-wire Horn/Strobe, High cd, Red P2RK- 2-wire Horn/Strobe, Standard cd, Red, Outdoor P2RHK' 2-wire Horn/Strobe, High cd, Red, Outdoor P2W 2-wire Horn/Strobe, Standard cd, White P2WH' 2-wire Hom/Strobe, High cd, White P4R' "ire Horn/Strobe, Standard cd, Red P4RH' 4-wire Horn/Strobe, High cd, Red P4RK' 4-wire Horn/Strobe, Standard cd, Red, Outdoor P4RHK' 4-w1re Horn/Strobe, High cd, Red, Outdoor P4W 4-wire Horn/Strobe, Standard cd, White P4WH' 4-wire Horn/Strobe, High cd, White Wall Strobes SR"t Strobe, Standard cd, Red SRH't Strobe, Hiqh cd, Red SRK' Strobe, Standard cd, Red, Outdoor SRHK Strobe, High cd, Red, Outdoor SW* Strobe, Standard cd, White SWH* Strobe, High cd, White Ceiling Hom/Strobes PC2R' 2-wire Hom/Strobe, Standard cd, Red PC2RH` 2-wire Horn/Strobe, High cd, Red PC2RK' 2-wire Horn/Strobe, Standard cd, Red Outdoor PC2RHK' 2-wire Horn/Strobe, High cd, Red, Outdoor PC2W t 2-wire Horn/Strobe, Standard cd, White PC2WH'l 2-wire Horn/Strobe, High cd, Whte PC4R 4-wire Horn/Strobe, Standard cd, Red PC4RH 4-wire Horn/Strobe, High cd, Red PC4RK 4-wire Horn/Strobe, Standard cd, Red. Outdoor PC4RHK' 4-wire Hom/Strobe, High cd, Red, Outdoor SpectrAlert Advance Dimensions Ceiling -mount hom/strobes 5.98' Pd e e O0 1II r223:1I 71' 2.251 s.o5-- OOoo�0.o\�- 2 O� q Wall weatherproof back box Ceiling weatherproof back box Ceiling Hom/Strobes (cori PC4W 4-wire Horn/Strobe, Standard cd, White PC4WH 4-wire Horn/Strobe, High cd, White Ceiling Strobes SCR' Strobe, Standard cd, Red SCRH' Strobe, High cd, Red SCRK' Strobe, Standard cd, Red, Outdoor SCRHK' Strobe, High cd, Red, Outdoor SCW't Strobe, Standard cd, White SCWH'1 Strobe, High cd, White Homs HR Horn, Red HRK' Hom, Red, Outdoor HW Horn, White Accessories BBS-2 Back Box Skirt,Wall, Red BBSW-2 Back Box Skirt, Wall, White BBSC-2 Back Box Skirt, Ceiling, Red BBSCW-2 Back Box Skirt, Ceiling, White TR-HS Trim Ring, Wall, Red TRW-HS Trim Ring, Wall White TRC-HS Trim Ring, Ceiling, Red TRCW-HS Trim Ring, Ceiling, White Notes: Add'-P'to model number for plain housing (no'FIRE'marking on cover), e.g., P2R-P. t Add'-SP'to model number for'FUEW marking on cover, e.g. P2R-SP. *'Standard cd, refers to strobes that induce 15, 15/75, 3Q 75, 95, 110, and 115 candela settings. 'H igh cd'refers to strobes that include 135, 150, 177, and 185 candela settings. All outdoor units ending in'K'include a weatherproof back box. u Add'-R'to model number for weatherproof replacement device (no back box included). 4��,JTE,r, 3825 Ohio Avenue • St. Charles, IL 60174 rI SENSOR Phone: 800-SENSOR2 • Fax: 630-377-6495 W..carom k­r FEB 2 8 2012 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 1400 n. highway 146 Irrigation Permit Notes 1. As per plans and notes. 2. Property owner is responsible for any repair to irrigation system installed in any utility easement and any future damage to system by utility providers. 3. See attached Lawn Irrigation handout for minimum requirements. 4. No heads or piping allowed in street right of ways. 5. Notify the city of La Porte to any changes in scope of work. 6. Call for Inspections before back filling any trenches. 7. Backflow certification must be attached to-backflow preventer at the time of Inspection. 8. Separate permit required for any electrical work. CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. i LAWN SPRINKLER NUNDY Z REQUIREMENTS 1) Permit is required and installation must be performed by one of the two parties: a). State licensed, insured Master Plumber or Irrigator. b) Hdmeowner(s) who have completed required city paperwork. 2) All Irrigation plans must be sealed by a Texas Licensed Irrigator. 3) A certification (as referenced in Item 8 below) shall be provided to the City Inspector at the time of the required trench cover-up inspection. 4) No lateral lines or sprinkler heads may be located within a City right-of-way. 5) Minimum Schedule 40 PVC pipe is required from the water meter to system control valves 6) As a minimum, an in -line testable backflow device is required on the customer side of the meter. It shall be installed downstream of the last control valve at least six -inches (6") above the level of the highest sprinkler head. 7) If a double check type back pressure backflow preventer is used it must be equipped with a full -flow valve(s) and test cock(s). 8) If injector type fernter (RpZ)selch� �fnlleflow valve(s) and test ock�] is equired. e zone backflow preventer (RPZ) assembly 9) Certification of installation is required on all backflow preventive devices. a) A certification certificate shall be provided to the City upon installation of the device. This certificate should be provided to the City Inspection Services Division for forwarding.to the Public Works Department b) if an RPZ is used, the initial installation certificate is required and an annual certificate shall be provided to the City annually. The initial certificate shall be supplied to the Inspection Services Division as referenced above but the annual certificates shall be supplied directly to the City's Public Works Department - 2963 N. 23'd Street, Attn. Water Superintendent a@ #281-471-9650. 10) Installation of commercial and residential lawn sprinkler systems shall comply with manufacturer installation requirements and the cty's current plumbing code ��t? e devices shall be installed in an accessible location to allow for inspection �j ce and to isolate the sprinkler system from all other piping in the system.) ®PY 11) Pressure water lines must be a minimum 12" deep and lateral lines a minimum of 6" deep. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. When is an irrigation plan required? An irrigation plan is required for all new landscape irrigation systems designed or installed on or after January 1, 2009. An irrigation plan is not required for the maintenance, alteration, repair, or service of an irrigation system. The addition of new zones does not trigger the requirements for an irsigation plan however, irrigation system owners may request an irrigation plan_ What must be included on the plan? Site -specific information: General information: Physical features Irrigator's seal Irrigator's signature below seal Boundaries Zone flow measurements for each zone Date sealed Locationhype of controllers North arrow Locationftype of sensors Legend Location/type/size of Scale used Water source Backfow prevention device Valves Pressure regulation component Main line and lateral piping Design pressure CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. S:\CPSh=UnspectionsU.AWN SPRMCLERMN RQNM.doc oct2o11 Rev. Page is too large to OCR. Page is too large to OCR. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)A470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 11-00001462 Date 10,/05/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 151000 Owner Contractor ------------------------ ------------------------ PORT MODAL CENTRE LP CUSTOM FIRE PROTECTION OF TX 5599 SAN FELIPE ST STE 1440 5023 ADDICKS SATSUMA HOUSTON TX 770562789 SUITE H HOUSTON TX 77084 (281) 858-6200 ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SUPPRESSION Additional desc . . FIRE SUPPRESSION Permit pin number . 394361 Permit Fee . . . . 917.00 Plan Check Fee 458.50 Issue Date . . 10/05/11 Valuation . . . . 151000 Expiration Date 4/02/12 Qty Unit Charge Per Extension BASE FEE 687.50 51.00 4.5000 THOU BLDG - 100,001 - 500,000 229.50 ---------------------------------------------------------------------------- Special Notes and Comments October 5, 2011 8:03:49 AM lapovfl. 1. AS PER ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS. 2. THIS PERMIT FOR ABOVE GROUND FIRE PROTECTION ONLY. 3. CALL FOR'INSPECTIONS BEFORE ANY WORK IS COVERED. , 4. SEPARATE PERMIT REQUIRED UNDERGROUND FIRE LINE. 5. NO OTHER WORK INCLUDED IN THIS PERMIT. -------------------------------------------------------------------=-------- Fee summary Charged Paid Credited -------------------- Due ---------- --------------------------- Permit Fee Total 917.00 917.00 .00 .00 Plan Check Total 458.50 458.50 .00 .00 Grand Total 1375.50 1375.50 .00 ..00 AGENT (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** - --------------------------------------------------------------------------- Application Number . . . . . 11-00001462 Date 10/05/11 Property Address . . . . . . 1400 N HWY 146 HCAD Number: 027-083-000-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 151000 Owner Contractor ------------------------ ------------------------ PORT MODAL CENTRE LP CUSTOM FIRE PROTECTION OF TX 5599 SAN FELIPE ST STE 1440 5023 ADDICKS SATSUMA HOUSTON TX 770562789 SUITE H HOUSTON TX 77084 (281) 858-6200 ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SUPPRESSION Additional desc . . FIRE SUPPRESSION Permit pin number . 394361 Permit Fee . . . . 917.00 Plan Check Fee 458.50 Issue Date . . . . 10/05/11 Valuation . . . . 151000 Expiration Date . . 4/02/12 Qty Unit Charge Per Extension BASE FEE 687.50 51.00 4.5000 THOU BLDG - 100,001 - 500,000 229.50 ---------------------------------------------------------------------------- Special Notes and Comments October 5, 2011 8:03:49 AM lapovfl. 1. AS PER ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS. 2. THIS PERMIT FOR ABOVE GROUND FIRE PROTECTION ONLY. 3. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 4. SEPARATE PERMIT REQUIRED UNDERGROUND FIRE LINE. 5. NO OTHER WORK INCLUDED IN THIS PERMIT. ----------------------------------- ----------------------------.------------ Fee summary Charged Paid Credited ------------------------------ Due --------------------------- Permit Fee Total 917.00 917.00 .00 .00 Plan Check Total 458.50 458.50 .00 .00 Grand Total 1375.50 1375.50 .00 .00 ---------- - - - - -- ---------------- ------------------------------- (SIGNATURE OF CONTRACTOR OR AUTHORIZ AGENT) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHO IZED AGENT) DATE 11 09/21/2011 21:58 2818586207 CUSTOM FIRE V4 �,p Oju--41-C�AAY lI ©� ' �/ : PLMWr APPLICATION I: City of La` Pore 281-L70-5073 B ✓ Mahanieal •Flatriral_, .5 Q PAGE 01 Q�b • 1.: tto'fished 1892 IM ECEIV LSEP 12 2011 il bm -- tn-1r I n 2.v ZY Off? ROMM31.111-1-1, _�% .City Contractor P�1 ' I Ion.all AM Sin& Family Dwelfinp1 111 Bmldft i v �� 1 Oocvmcy Type S CMUUC6on Type ! / , Class Uso Tone L l # Stcmes_/ Pmidre Req�_ nga F!>ma �t F,rte Mmshsl �..� F•. C . Hate <o /u y � �1 ' .. ' for Ls sw= By A. r-11 1 Datn_ / a 0 Coud�oos;� ,43 �r c�nl PL��3 iZ-�v1�J urmir, 9. r il�eyo Cfto.�J� Fier, r. tTY Oni eaw. A Pcmi ICNo. �i �p tit Fee `1/ 7 Man Cheek Foos_ �+Q y S�p��n�� Ftk--.- Gw, 0 14-0, Q i 1 -r c.r.r V i a ct-"A , tf.s i 4ss p.rp%t r., LA PQRTE - -. OFFICE "PLAN REVIEW" Date 10/04/2011 Business Name Port Modal Centre Address 1400 Hwy 146 north Type of Review Above -Ground Fire Protection Contractor Custom Fire protection Reviewed by Clif Meekins Fire Marshal Approval YES 7M MPS^� N�IW iupmiOM F artwn fee tl�+Ipn O "K abns n& ndm �n Stwm* �ml s din Chnp 45 fee w 2M lFC b pf brfb In N� 1007 Inlsm+flonsl Fbs Pods (lFC) ee wb ee da sPWksbls 1s/aeecsd Sbnd+nls Ihbd la Chsplar�3 oI da 10W IFL. This planet lanol hrtnnfed to bsfullyinelus/n es odwisqubmeenb nay M bnposedu w mbdbydm Fire lasabs/ors, deemed Seerydullyan- s/la /nspsefbns by fee Fbs UxMsrs Of e. The following items are identified by the Fire Marshal's Office during the plan review: 1) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on his person, while on the job site. 2) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTION!!!!!! 3) HYDROSTATIC TEST - Hydrostatic test shall be preformed, and passed by your company, prior to contacting the Fire Marshal's Office for inspection. 4) Contact the Fire Marshal's Office 24-hrs in advance (prior to cover-up) to schedule a Fire system inspection. The system shall be pressured and holding 200# for two hours prior to the Fire Inspectors arrival. Failure to have the system ready for inspection will result in a "failed" inspection. 5) A person licensed through the Texas State Fire Marshal's Office to install Fire Sprinkler systems (RME-G and/or RME-in shall be onsite during all phases of installation and during the Fire Marshal's inspection. CITY COPY IF THE APPROVED PLANS 120 South 2'd Street, LaPorte, TX 77571 ARE MODIFIED, ANEW SUBMITTAL Office: 281-867-4603 TO THE CITY IS REQUIRED PRIOR Fax: 281-867-4629 TO THE CHANGE OCCURRING Property Qe�scrlptloi Location ID: HCAD Ndinlb4r"- Atternate-S sand hiiAetlhocl: LoCatiori iddreis: Prl.mary,rel,atecl. party:. 'Y Exh Cancel -Adclri$i'- 48 * 830 M7-083:000m0007 'f400'N"H.VV,Y!l 46' .PORT.MODAL'CENTRE LP 2CL 11 Menager, Dwayne From: Manager, Dwayne Sent: Thursday, September 22, 2011 3:39 PM To: Meekins, Clif; Wise, Sandra; Simmons, Steven Cc: Huber, Mark Subject: 1400 N. Hwy 146 Fire Supression Plans COMMERCIAL - PL T REVIEW COVERS �ET� (INTERNAL USE) ADDRESS: A/00 N . 11" u /A OWNER'S NAME: C I nti L]a �tl aJ1�► ¢r,� PROJECT TYPE: ADDN: HCAD#: O � 7 — O'k 3 - 0 a o 0 HTE LOC#: FLOOD ZONE: X YIN ' SUB /DATE RET�Di ro-r-MAMMUM SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: F216-00-00 RESOL. APPLICABLE?: FILL DIRT APPL/PERMIT CLEARING PERMIT NEE] (Applicable op,06mo, Addn, or Remodel) (Applic to Comm. Or Ind.) s, permit cannot be issued.) (If yes, permit cannot be issued.) FLOOD PERMIT NEED . W/S FEES APPLIC ?: (If yes, figure fees. If no, use w/s form to explain why they are not.) 100% ONRY/GLASS WATER QUALITY PERMIT TAXES UP TO DATE?- DATE OF REVIEW: INSPECTOR: /� • M . ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK SC N r To F M o �.M. OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED S:\CPSSh=\INSPECnON DNISIONVmpab=\CONE PLAN REVIEW COVER SHEEr.doc Rev. JUL2011 REVIEWED CODE COMP r�ffllhl� 7> 1 ... Fire Protection by Computer Custom Fire Protection 5023 Addicks Satsuma STE H Houston, TX 77084 . 281-858-6200 VEP 2 12011 CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS'REQUIRED PRIOR iDesg THE CHANGE OCCURR;NG Job Name Frontier Logisitcs Sprinkler Drawing 9 of 9 Location Laporte, TX Remote Area 1 Contract 11142 Data File Frontier Logisitcs Sprinkler AREA 1.wid Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Custom Fire Protection. Page 1 Frontier Logisitcs Sprinkler Date HYDRAULIC CALMLA77ONS for Pro/ect name: Frontier Logisitcs Sprinkler Location: Laporte, TX Drawing no: 9 of 9 Date: 8-30-11 Design Remote area number: 1 Remote area location: Warehouse Occupancy classification: Storage Density: 1.21 - Gpm/SgFt Area of application: 1200 - SgFt Coverage per sprinkler. 100 - SgFt Type of sprinklers calculated: ESFR No. of sprinklers calculated. 12 In -rack demand: -GPM Hose streams: 0 - GPM Total water required Oncluding hose strums): 1458.17 - GPM Type of system: Wet Volume of dry or preaction system: WA - Gal Water supply Information Date: Location: Tank source: @ 135.122 - Psi Name of contractor: Custom Fire Protection Address: 5023 Addicks Satsuma / STE H / Houston, TX 77084 Phone number. 281-858-6200 Name of designer. Authority having Jurisdiction: Laporte Notes: (Include peaking Information orgridded systems here.)System is peaked ciry ®ply IF THE APPROV ARE MODIFIED D PLANS TO THE CITY IS p-` V SUf?"TrAL TO THE,-�,,,. Computer Programs by Hydratec'Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Custom Fire Protection. Page 2 Frontier logisitcs Sprinkler Date Node - Eievation K-Fact Pt Pn Row Density Area Press No. Actual Actual Ren. . 2 34.3 14 75.0 na 12124 1.0 97 75.0 1 34.5 14 75.36 na 121.54 1.0 97 75.0 Al2 28.5 101.82 na ' All 28.5 101.84 na A10 28.5 10152A928.5 102.1 nay A8 28.5 102.31 na y ?: A7 28.5 102.56 na p SEi- 2 I 1 1 2011 r . A6 28.5 102.84 na As 28.5 103.16 na A4 28.5 103.52 na By:____-�_ A3 28.5 103.93 na A2 28.5 104.38 na Al 28.5 104.89 ne TR 28.5 107.26 na BR 3.0 120.73 na SP -3.0 123.36 na DI -3.0 123.81 na PUMP 0.0 135.12• na - 3 34.1 14 75.08 na 121.31 1.0 97 75.0 4 33.9 14 75.43 na 121.59 1.0 97 75.0 812 27.83 95.14 na B11 27.83 95.26 na B10 27.83 95.72 na B9 27.83 96.68 na B8 27.83 97.44 na B7 27.83 98.04 na B6 27.83 98.49 na 85 27.83 98.81 na B4 27.83 99.04 na B3 27.83 99.17 na B2 27.83 99.24 na 81 27.83 99.26 na 8 33.9 14 75.49 na 121.64 1.0 97 75.0 7 34.1 14 75.14 na 121.36 1.0 97 .75.0 6 34.3 14 75.06 na 121.29 1.0 97 75.0 5 34.5 14 75.42 na .121.59 1.0 97 75.0 12 33.9 14 75.73 na 121.83 1.0 97 75.0 11 34.1 14 75.37 na 121.54 1.0 97 75.0 10 34.3 14 75.29 na 121.48 1.0 97 75.0 9 34.5 14 75.64 na 121.76 1.0 97 75.0 The maximum velocity is 15.3 and 4 occurs in the pipe between nodes B10 and B9 IF THE APPROVED PLANS ARE MODIFIED A NEW SUBM117gL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURR,'�dG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams -� 212ed Custom Fire Protection.Page 3 Frontier Logisitcs Sprinkler 17.V:_Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C., or Ftng's Pe Pv •••'"' Notes Point Qt Pf1Ft Eqv. Ln. Total Pt Pn 2 138.32 2.703 0.0 9.670 75.000 K Factor = 14.00 to 120.0 0.0 0.0 -0.087 1 138.32 0.0464 0.0 9.670 0.449 Vel = 7.73 1 121.54 2.703 2T 37.301 122.940 75.362 K Factor= 14.00 to 120.0 0.0 37.301 2.599 Al2 259.86 0.1489 0.0 160.241 23.855 Vel = 14.53 Al2 0.0 6.357 0.0 10.000 101.816 to 120.0 0.0 0.0 0.0 All 259.86 0.0023 0.0 10.000 0.023 Vel= 2.63 All 259.63 6.357 0.0 10.000 101.839 to 120.0 0.0 0.0 0.0 A10 519.49 0.0084 0.0 10.000 0.084 Vel = 5.25 A10 258.81 6.357 0.0 10.000 101.923 to 120.0 0.0 0.0 0.0 A9 778.3 0.0176 0.0 10.000 0.176 Vel = 7.87 A9 80.14 6.357 0.0 10.000 102.099 to 120.0 0.0 0.0 0.0 A8 858.44 0.0210 0.0 10.000 0210 Vel = 8.68 A8 75.85 6.357 0.0 10.000 102.309 to 120.0 0.0 0.0 0.0 A7 934.29 0.0247 0.0 10.000 0.247 Val = 9.44 A7 73.03 6.357 0.0 10.000 102.556 to 120.0 0.0 0.0 0.0 A6 1007.32 0.0284 0.0 10.000 0284 Vel = 10.18 A6 71.66 6.357 0.0 10.000 102.840 to 120.0 0.0 0.0 0.0 A5 1078.98 0.0322 0.0 10.000 0.322 Vel = 10.91 A5 71.62 6.357 0.0 10.000 103.162 to 120.0 0.0 0.0 0.0 A4 1150.E 0.0362 0.0 10.000 0.362 V = 11.63 A4 72.78 6.357 0.0 10.000 103.524 TIV to 120.0 0.0 0.0 0.0 A3 1223.38 0.0407 0.0 10.000 0.407 A3 74.99 6.357 0.0 10.000 103.931 to 120.0 0.0 0.0 0.0 A2 1298.37 0.0453 0.0 10.000 0.453 Val = 13.12 A2 78.05 6.357 0.0 10.000 104.384 to 120.0 0.0 0.0 0.0 Al 1376.42 0.0505 0.0 10.000 0.505 - Vel= 13.91 Al 81.75 6.357 1 E 17.603 24.600 104.889 -, " I i- ;� / A i C ` to 120.0 0.0 17.603 0.0 TR 1458.17 0.0562 0.0 42.203 2.373 Vel = 14.74 TR 0.0 6.357 1 E 17.603 25.500 107262 to 120.0 0.0 17.603 11.044 BR 1458.17 0.0562 0.0 43.103 2.423 Vel = 14.74 BR 0.0 8.249 0.0 2.000 120.729 to 120.0 0.0 0.0 2.599 SP 1458.17 0.0155 0.0 2.000 0.031 Vel = 8.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03067 Final Calculations - Hazen -Williams F v 1i V Custom Fire Protection. 1 " + Page 4 Frontier Logisitcs Sprinkler Date Hyd. Qa Dia. Fitting Pipe ' Pt Pt Ref. C. or Ftng's Pe Pv '•""' Notes '•"" Point Qt Pf/Ft Eqv. Ln. Total PI Pn SP 0.0 8.27 1 E 32.344 11.170 123.359 to 150.0 0.0 32.343 0-0 DI 1458.17 0.0103 0.0 43.513 0.450 Vel = 8.71 DI 0.0 7.98 3E 81.548 875.000 123.809 to 150.0 1S 67.957 151.015 -1.299 PUMP 1458.17 0.0123 1C 1.51 1026.015 12.612 Vel= 9.35 0.0 1458.17 135-122 K Factor = 125.44 System Demand Pressure 135.122 Safety Margin 10-900 Continuation Pressure 146.022 2 -17.08 2.703 0.0 9.670 75.000 to 120.0 0.0 0.0 0.087 3 -17.08-0.0010 0.0 9.670 -0.010 Vel = 0.95 3 121.31 2.703 0.0 9.670 75.077 K Factor = 14.00 to 120.0 0.0 0.0 U87 4 104.23 0.0275 U 9.670 0.266 Vel = 5.83 4 121.59 2.703 2T 37.301 111.460 75.430 K Factor = 14.00 to 120.0 0.0 37.301 2.629 B12 225.82 0.1148 0.0 148.761 17.080 Vel= 12.63 612 0.0 4.26 0.0 10.000 95.139 to 120.0 0.0 0.0 0-0 Bit 225.82 0.0125 0.0 10.000 0.125 Vel = 5.08 B11 226.25 4.26 0.0 10.000 95.264 to 120.0 0.0 0.0 0.0 B10 45207 0.0453 0.0 10.000 0.453 Vel = 10A S B10 227.79 4.26 0.0 10.000 95-717 to 120.0 0.0 0.0 0.0 B9 679.86 0.0963 0.0 10.000 0.963 Vel= 15.30 B9 -80.13 4.26 0.0 1000 96.680 to 120.0 0.0 0.0 0.0 B8 599.73 0.0763 0.0 10.000 0.763 Ve VA. B8 -75.85 4.26 0.0 10.000 97.443 to 120.0 0.0 0.0 0.0 ^ A B7 523.88 0.0594 0.0 10.000 0.594 B7 -73.04 426 0.0 10.000 98.037 to 120.0 0.0 0.0 0.0 B6 450.84 0.0450 0.0 10.000 0.450 Vel = 10.15 B6 -71.65 4.26 0.0 10.000 98AB7 to 120.0 0.0 0.0 0.0 85 379.19 0.0327 0-0 10.000 0.327 Vel = 8.54 B5 -71.62 4.26 0.0 10.000 98314 to 120.0 0.0 0.0 0.0 B4 307.57 0.0222 0-0 10.000 0222 Vel = 6.92 B4 -72.78 426 0.0 10.000 99.036 to 120.0 0.0 0.0 0.0 B3 234.79 0.0134 0.0 10.000 0.134 Vel = 5.29 Computer Programs by Hydratec Im. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Custom Fire Protection. Page 5 Frontier Logisitcs Sprinkler Date Hyd. Qa Dia. Fitting Pipe ' Pt Pt Ref. C. or Ftng's Pe Pv .... Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn B3 -75.00 4.26 0.0 10.000 99.170 to 120.0 0.0 0.0 0.0 B2 159.79 0.0067 0.0 10.000 0.067 Vel = 3.60 B2 -78.04 4.26 0.0 10.000 99.237 to 120.0 0.0 0.0 0.0 B1 81.75 0.0019 0.0 10.000 0.019 Vel = 1.84 Bi 0.0 2.703 4T 74.603 263.450 99.256 to 120.0 0.0 74.603 -0.290 Al 81.75 0.0175 0.0 338.053 5.923 Vel = 4.57 0.0 81.75 104.889 K Factor= 7.98 B11 -226.25 2.703 2T 37.301 111.460 95264 to 120.0 0.0 37.301 -2.629 8 -226.25 -0.1152 0.0 148.761 -17.140 Vel = 12.65 8 121.64 2.703 0.0 9.670 75.495 K Factor = 14.00 to 120.0 0.0 0.0 -0.087 7 -104.61 -0.0276 0.0 9.670 -0.267 Vel = 5.85 7 121.36 2.703 0.0 9.670 75.141 K Factor= 14.00 to 120.0 0.0 0.0 -0.087 6 16.75 0.0009 0.0 9.670 0.009 Vel = 0.94 6 121.30 2.703 0.0 9.670 75.063 K Factor = 14.00 to 120.0 0.0 0.0 -0.087 5 138.05 0.0462 0.0 9.670 0.447 Vol = 7.72 5 121.58 2.703 2T 37.301 122.940 75.423 K Factor = 14.00 to 120.0 0.0 37.301 2.599 A11 259.63 0.1486 0.0 160241 23.817 Vel = 14.52 0.0 259.63 101.839 K Factor= 25.73 B10 -227.80 2.703 2T 37.301 111.460 95.717 to 120.0 0.0 37.301 -2.629 12 -227 8 -0 1167 0.0 148.761 -17.359 g- UN 12 121.84 2.703 0.0 9.670 75.729 C r= 14.00 cis to 120.0 0.0 0.0 -0.087 11 -105.96 -0.0282 0.0 9.670 -0273 1= 6.92 11 121.54 2.703 0.0 9.670 75.369 K Factor = 14.00 to 120.0 0.0 0.0 -0.087 10 15.58 0.0008 0.0 9.670 0.008 Vel = 0.87 10 121.47 2.703 0.0 9.670 75.290 K Factor = 14.00 to 120.0 0.0 0.0 0.Q�7 IF %4F �F�?nil" 9 137 05 0 0456 0.0 9.670 04 )t Ae , = _ 7•66- 9 121.77 2.703 2T 37.301 122.940 75. 44 Oidt6`-14.00 to 120.0 0.0 37.301 2*9 A10 258.82 0.1478 0.0 160.241 23.680' ; j',_ Vel =14.47 0.0 P58_82 101.923 KFactor = 25.64 B9 80.14 2.703 4T 74.603 263.410 96.680 to 120.0 0.0 74.603 -0.290 A9 80.14 0.0169 0.0 338.013 5.709 Vel = 4.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Custom Fire Protection._Page 6 Frontier Logisitcs Sprinkler ` 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C. or Ftng's Pe Pv ^'^' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 80.14 102.099 K Factor = 7.93 B8 75.85 2.703 4T 74.603 263-410 97.443 to 120.0 0.0 74.603 -0.290 A8 75.85 0.0153 0.0 338.013 5.156 Vel = 4.24 0.0 75.85 102.309 K Factor = 7.50 B7 73.04 2.703 4T 74.603 263.450 98.037 to 120.0 0.0 74.603 -0.290 A7 73.04 0.0142 0.0 338.053 4.809 Vel = 4.08 0.0 73.04 102.556 K Factor = 7.21 B6 71.66 2.703 4T 74.603 263-450 98.487 to 120.0 0.0 74.603 -0.290 A6 71.66 0.0137 0.0 338.053 4.643 Vel = 4.01 0.0 71.66 102.840 K Factor = 7.07 B5 71.62 2.703 4T 74.603 263.450 98.814 to 120.0 0.0 74.603 -0.290 A5 71.62 0.0137 0.0 338.053 4.638 Vel = 4.00 0.0 71.62 103.162 K Factor = 7.05 B4 72.78 2.703 4T 74.603 263.450 99.036 to 120.0 0.0 74.603 -0290 A4 72.78 0.0141 0.0 338.053 4.778 Vel = 4.07 0.0 72.78 103.524 K Factor = 7.15 B3 74.99 2.703 4T 74.603 263.450 99.170 to 120.0 0.0 74.603 -0.290 A3 74.99 0.0149 0.0 338-053 5.051 Val = 4.19 0.0 74.99 103.931 K Factor = 7.36 B2 78.05 2.703 4T 74.603 263.450 99.237 to 120.0 0.0 74.603 -0.290 /�1�� A2 78.05 0.0161 0.0 338.053 5.437 V 0.0 _ 78.05 104.384 I' Ann r. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AutoPeaking Summary Custom Fire Protection ' Page 7 Frontier Logisitcs Sprinkler Date Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 1 Al2 151.950 4 612 82.450 5 A11 151.950 B11 8 82.450 9 A10 151.950 B10 12 82.450 1 Al2 122-940 4 B12 111.460 5 A11 122-940 B11 8 111.460 9 A10 122.940 B10 12 111.460 Flow Safety Pressure Required Margin Differential .,v Area Calculated 1 1458-169 10-900 Uri )e Right 9.670 1 1458.257 10.689 C Op l/ r Right 19.340 1 1458-3`19 10.574 -0.019 Right 29.010 1458-446 10.555 0.000 Right 38.680 1 1458.566 10.628 - -0.073 Typical Distance Between Heads = 9.670 Split Point Used in Worst Area Peaked = 2 Split Point Used in Area Calculated = 2 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Custom Fire Protection Page 8 Frontier Logisitcs Sprinkler Date Frttmg Legend Abbrev. Name ''A 3/4 1 1'/. 1''A 2 2'h 3 3'h 4 5 6 8 10 12 14 16 18 20 24 C Roll Groove Coupling 1 1 1 1 1 1 1 : 1 1 1 1 1 1 1 1 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow tKru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA. 1 1 1 1 1 35 40 45 50 61 71 81 91 101 121 Jr Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Custom Fire Protection Page 9 Frontier Logisitcs Sprinkler Date 180 168 156 P 144 R 132 E 120 S 108 S 96 U 84 R 72 E 60 48 36 24 12 Pump Data: P1 - Pump Churn Pressure 159.5 P2 - Pump Rated Pressure 145 P2 - Pump Rated Flow 1500 P3 - Pump Pressure @ Max Flow 94.25 P3 - Pump Max Flow 2250 Demand: D1 - Elevation 14.855 ' D2 - System Flow 1458.17 D2 - System Pressure 135.122 Hose ( Demand) D3 - System Demand 1458.17 Safety Margin 10.900 P1 P2 3 — —4 � v:n J � P now coo= T � m n Cn � a n p.CMm Z C m r r =cva 300 600 900a A 1200 r-- 1500 1800 FLOW ( N ^ 1.85 ) 2100 2400 2700 Computer Programs by Hydralec Inc. Route 111 Windham N.H. USA 03087 al W �� 8o reNN Q E N06°23'44.;1, r A� AA ec e Ct91, gSi'--�,. RT L ce SET PK I N ASPH.. " QOT' �-�OA A NO 0 �2 � 4j2 O.P,R.R:p,HC . Rey �UrHERN OSET 1121, IR PAC, o Cp SET 112" IR TRACT tool AC TRACT 3 ENOGH BRI NEON " - . - — - - — - — - — Q) ee,e6l.e! !iR FT TRACT2 'S8'2°34' 34"E \k cS6.49' _ENOCH BRINSSON SURVEY, A-_5_ JOHNSON HUNTER EY, SURVA-S5 / 1� Q coo S86 56 QO W 69z,42 � ... � ° .. C/] (TRACT 3 °�'ET I/2" I.R. T 1/2" I.R. }-. Of 1' y -- �! 10' WIDE H.L.bP. EASEMENT W/AERIAL; i pNEg cGR ER �p� 8 "�� ..• rF SET I/2" IR LE-F10 �b�389-0 S RR.FFC• O NYY CORNER LOT Z ►� �Q'r�%01 S � �d ..�19 07 N ci .......................... H ... ---- � �., — -- C RL ES E.-SATES. Co SET 1/2" I.R. �. THE UNDERSIGNED HERESY CERTIFIES THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY ` t: gUPERVISION, AND THAT THIS PLAT REPRESENTS I I 1 I I d % SET I/2^ I.R. �� THE FACTS As D AT THE TIME m SURVEY' ""'� +, I i, �, ` S88°3o'00"w W •ia+e � I I 106.30 I I� s yr prtOFE IONAL LAND SURYT(OR NO 4110 �y 10 WID gg6LPAGE 458 HNC•D R/ARIA 1 �2 I II VOLUME 7 1. v �un it 9UB.JECT TO THE ZONING ORDINANCE NOW i % ✓ i i V �� ENFORCED IN THE CITY OF L,_Pi • i i,f t. ,419 I t i e ��A y't' ` l NOTEs i. I \ �J -BASIS FOR SEARINCr9s ASSUMED AS PLATTED ! O DISTANCES SHOWN ARE GA D DISTANCES i { I, -ALL ABSTRACTING DONE BY TITLE COMPANY AND I/1" I.R. L.EGENDs jUTILITY . E. '-INVOB5TR1 EASEMENT EASEMENT I D.L. - BUILDING LINE ASEMENT W/AERIAL ! s �( / 10' WIDE H.L.bF, E — , ( C ' G.I.R. - GAPPED IRON ROD PLUME 7456 PAGE 458 H•C,D,R, , b _ ...— --- i I ; � �1 � ^ (ALL AS PER RECORDED PLAT OF SUBDIVISION) — f— - TRACT j S21 °43' 12" W CHN, I Na GiN: LINK FENCE Q eat e�la RT SET 1/20 IA. 1, � 95.54' !co s NOTE, TMIS SURVEY WAS CONDUCTED AT THE OWNERS REOUES7 WITMOIIT THE BENEP IT O ? Of A CURRENT TITLE REPORT, THE SURVEYOR HAS NOT ABSTRACTED THIS PROPERTY I I AND sHALL EL NOT 6E HD LIABLE FOR ANY EAWMEM AND/OR REBTRIGTIONB THAT A CURRENT TITLE REPORT WOULD SHOW, O H, H, LAWLER s �pypp Alp T�{I NULL o VOI O TO ' ! I I IS f1 tE�1' Ib AmmSY MANNER,a Not USED OR� by AID pE I M* I bIGNA1THAN M70K tIRE Of tHE SURVEYOR ON AA bLUILIN9 COPY AN OR161NAL SEA( AND d Cq � 7 ACG,ORDING TO FLOOD INSURANCE RATE MAP n I LOT THIS TRACT HERESY SURVEYED LIE WITHIN ZpNE Y NEP"A SYNDICATE DATED I1-8-98 W 11�M ss ss AND C IN THE 100 YEAR FLOOD FL-AIN. THIS _ l Cj © *� I S'TJ�TEMENT IB BASED ON SCALING THE LOCATION OF SAID SURVEY ON - 1, 1 v A r THE ABOVE RL°FtiRENCED MAP AND IS FOR Fl -M INSURANCE RATES •T s i *� — .1- NESRASKA SYNDICATE � r"" ' '^ ONLY AND NOT INTENDED TO IDENTIFY SPECIFIC FLOWING t;CJNDITIONB. PORT OF HOUSTON 70 SURVEY CIF. 1 C4 2! - 14.998 ACRES OR 653312.88 SQUARE FEET OF LAND 130' WIDE HOUSTON NATURAL GAS CORPORATION EAIEME T� I I NITER SURVEY, A-315 AND THE FILE NO. C-863647 H•C ' I ! IN THE JOHNSON HUNTER ENOCH BRINSON LEAGUE A-5 BEING OUT OF AND PART OF' TRACTS 27 AND, 28 6F THE NEBRASKA SYNDICATE A SUBDIVISION IN HARD MISAp �� PLAT AS ` — -- -- -- — ACCORDING TO TH I t THE RECORDED IN VOLUME 65 PAGE 17b H.C.D.R. i0' CITYpF LA PORTE UfILIIfiY E T .. _._ _` ... - ��ILE NO D-949256 HC,D•R AND OUT OF AND PART OF TRACT 3 OF ENOCH BR INSON A, D5 CB.I ... S86°57' 42#'W 497.00 DATE, JANUARY 26, 2006 $CAL.E# V - 100' I/2^ I,R TF�T GOUN'T'/ FLAOD CON C HARRIs OL DRAINK4 DITCH OWNERo OLENN La ROBERTS AND HAL LAWLER SOUTH LINE LOT 28 L�SR NORTH LINE NORTH ADDRES81 1$00 S.H. 1401 LA P0RTE/ TEXAS 77671 P.O.C. �1 9 STREET (801 R,O:W.) TRACT NORTH M DITCH) (IMPROVED DRAINAGE I NEBRA� sYNDIGATE TETRA SURVEYS I 5909 WEST LOOP SOUTH SUITE 600 s BELLAIRE, TEXAS 77401 NEBRASKA SKATE I i (713)462-6100 FAX (713)432-1003 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. PROJECT: OFFICE / WAREHOUSE FACILE IY FOR: / / U / I WE. PORT MODAL CENTRE, L.P., BY PORT MODAL CENTRE, G.P., L.L.C., AS OWNERS OF THE 14.8252 STATE OF TEXAS ) THIS IS TO CERTIFY THAT THE CITY PLANNING`AND ZONING COMMISSION j ORT MODAL CEO �TRE arse Bearin Distance / Q4 // ACRE TRACT DESCRIBED IN THE ABOVE AND FOREGOING SITE PLAN OF PROPOSED RESTRICTED RESERVE A OF THE CITY OF La PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND 9 /3 4 / / \ DO HEREBY ESTABLISH SAID DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, COUNTY OF HARRIS ) 1 • N 031317 W 60,00 RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. WE FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN DEVELOPMENT OF PORT MODAL CENTRE IN CONFORMA CE WITH THE LAWS / �Q ON SAID SITE PLAN SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN. BEFORE ME. the Indersigned authority, on this day personally appeared OF THE STATE OF TEXAS AND THE ORDINANCES OF E CIT La PDRTE. 1400 STATE HIGHWAY 146 JORTH ' ' , \ FURTHER, OWNERS AGREE THAT THOSE STREETS AND UTILITIES LOCATED WITHIN THE BOUNDARIES OF THIS A.W. CLAY III, known to me to be the persons whose names are subscribed to the 2 N 06.24 27 E 58,74 / / SITE PLAN SPECIFICALLY NOTED AS PRIVATE, SHALL BE MAINTAINED AS PRIVATE STREETS AND UTILITIES BY foregoing Instrument and acknowledgment to me that they executed the some for - \ THE OWNERS, HEIRS, SUCCESSORS AND ASSIGNS AND, FOR THE GENERAL USE OF THE PUBLIC FOR the purposes and considerations therein expressed and In the capacity therein and BY: �'�' LA PORTE, TX• 7757', 4 - herein stated, and as the act and deed of sold corporation. DIR CTOR, PL NNING EPARTMENT 3 N 01'18 45 W 1 2.74 \ FIREMEN, FIREFIGHTNG EQUIPMENT, POLICE AND OTHER EMERGENCY VEHICLES OF WHATEVER NATURE AT SCUP# 11-91000002 3 / ALL TIMES. !� ATTEST: , \\ GIVEN UNDER MY HAND AND SEAL'OF OFFICE, this ��— ay of _4 S 85'26'43 W 66,64 LQ / / N. IN TESTIMONY WHEREOF, PORT MODAL CENTRE, L.P., BY PORT MODAL CENTRE G,P., L.L.C., HAS CAUSED , 2011. THESE PRESENTS TO BE SIGNED BY ALBERT W. CLAY III, ITS CO-CHAIRMAN, THEREUNTO AUTHORIZED, AND !EYEEEEEJ BY: - + +5 S 86'56'43 W 40.00' \ JANUARY, 2011 CITY NEER S 21 '41 '50 W 95.54' / / \ \ \ BY\ j a+ wy n & * r Printed Name: C AIRMAN, La PORTS PLAN NtNC f 'N I V � V AND 20NINC COMMISSION I, ryt9 m�Rx ,� 71f(1+ .q A `� fl e r ` My Commleelon Explru: _ I j i p - RTES: / ATTEST: — , t afrA yvty 1TGehY� 1iSJa \ V A A.W. LAY III, CHAIRMAN DA i tr, i+11 p N , „ , V BY: LAND USES WILL BE S RICTLY / ,' :I 1c M r h s / A V A I, BRADLEY F. COFFMAN, AM REGISTER UNDER CR RY, La PO TE I > �11 t � 'fp COMMERCIAL/INDUSTRIA IN NATURE. A \ THE LAWS OF THE STATE OF TEXAS TO PRACTICE PLANNING AND ZONING �t,.. N. THE PROFESSIONAL OF ENGINEERING AND HEREBY COMMISSION ! 4 r 1 „ ZONING PERMIT SHALL BE REQUIRED FOR d \ \ �� �� A �-- CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE '",t °' rrttlQ'1. PROPOSED USE/ACTIVIT ' AT SITE. \ y. �� \ Q AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, fl{t i f ' PR0LIE( T ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES e r r 7 k drF" Rau(>,'1x THE APPLICANT SHALL __NSURE THAT THE N. �' \ ARE ACCURATELY SHOWN THE PLAT. N 1 7` "f�'"L Rik + ti xti \ U yT I ' s 1` ', I Ijl L0CATI( IN TRUCK CIRCULATION DC .S NOT CAUSE \\ O' t � 4 , r , • 3yfi$R^.g: F " Rny \ PARKING ANALYSIS: 1 rl, • 1 , ; 1 � CONGESTION ON THE REETS, AND / TBM A' 1 Vy�� . \ CHRISTOPHER P. BRISSETTE ZONING: PLANNED UNIT DEVELOPMENT (PUD rlt, spa Ito-; 1 � PROPER SIGNAGE SHAL BE INSTALLED TO �v (� TEXAS REGISTRATON NO. 94787 (SCUP #11 910000C2 APPROVED 3/14/113 "»bx"t`r I 1 � / SQUARE CUT Z CONTROL VEHICLES TUf NING ALONG /� IN HEADWALL c1 \\ WAREHOUSE: 290,000 S.F. } z M I � � + Irl) ��f -I� " r`I1sl I "r" SH 146. / ELEV.-17,67 O1 PARKING REQUIRED: 7 (/) � � C' ° ' * Trts" $( ` ' g� {e' t' (» I FIRE TRUCK ACCESS, f RE SUPPRESSION 1 d �l C IRREGULAR FEE TO H.C.F.C.D. cyi L— p c� Tr I : 1 'rsM1'4"' 1 *' I s �, 1 �N REQUIREMENTS, AND FI !E HYDRANT H.C.C.F. NO. M868812 \ a PORT MODAL CENTRE I � • ,{ ,'u+,+ „ 9 ` rr '' PLACEMENT SHALL BE ;PECIFIED ON THE / 1 N = PARKING REQUIRED; 30 _J SITE: 645,786 S.F. L' r � ` ,tl ' p c 4 T 1.h �'* ✓<e N ay t tr 1 ° '� PLANS. S 1 I or 10 BLDG.: 292,500 S.F. � I"1 + , �,t N 1 d A RAIL ACCESS, SPUR DESIGN, AND • 3 1 I x^I»" '" I , ` 'T a � a `R m / \ () TOTAL PARKING REQUIRED: 37 • Q 0 J P "» d i N. t 1 x • SouTH UPRR APPROVAL SHALL BE REQUIRED. o0 292,500 1 a r f,� xlwtir» e� \ 1 TOTAL PARKING PROVIDED: 38 [� a LOT COVERAGE = x100 = 45.3% , ; 9nr ;Wa i 4 4 PROPOSED DEVELOPME IT SHALL BE 645,786 • r� SCREENED AND LANDS( APED IN cj� \ • m �1 •0 „ COMPLIANCE WITH ZON JG ORDINANCE I3 \ _ - - - _ _ - - - W •OF THE CITY. I „, N \ - - Z • I VICINITY MAP PROVIDE AN IRRIGATIO1 SYSTEM TO II N • - \ I HIGH BANK I KEY MAP# 540-'I ENSURE THAT ALL LANI SCARING AND I - \ • N. N.\\ I H.C.A.D. No.: 027-083-0! IO-0001 SCREENING IS PROPER Y MAINTAINED BY IIVo 187 _ _ J CONCRETE SLOPE PAVING \ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <N • PROVIDE A PUBLIC UTI .ITY EASEMENT FOR II I m • o �+) ` I AND 027-083-01 t0-0014 \ TOE I 0 oz OUTSIDE STORAGE I REV ISSUE DATE DESCRIPTION FUTURE WATER MAIN A ONG NORTH / a _ l PROPERTY LINE ADJACE �T TO EXISTING I _� 35,8811 SQ FT - - IRREGULAR FEE TO H.C.F.C.D UNIT F101 -00-00 " N • 0 02/14/11 ISSUE FOR REVIEW RAILROAD, TO BE CONE ECTED WITH 4 v 0.821 ACRES I a H.C.C.F. NO. N4881 17 ° 1 04/04/11 ISSUE FOR HCFCD A PROVAL PUBLIC WASIGN OR FIF SUPPRESSION. / I PROP, 6" f CONCRETE SLOPE PAVING • sN}3r J UTILITIES WITH CAPACIT ES. / 1 • CONCRETE PVMT, ). STACKING OF SHIPPIN 3 CONTAINERS AT / I N PROP, 12'x14' HIGH BANK TOE z� f THE FACILITY SHALL P JT BE ALLOWED. 4 r — — — — — — — pUM13SfiER — Lc� 1 8TH STREET �2 1. THE EXTERIOR BUILDII G DESIGN a o , „ f , z — ���L z C C F NO. 86 N. ( — — — — — 812 a A 14.8252 ACRE TRACT OF LAND LOCATED IN THE JOHNSON WALL ETC.) - - - - - - - - - - - - - - - - - - - - - - - - - - - L� J'55j' \ Lfj' � - _ _ _ - - _ _ - H - - - - M-$ - - - - - - T - - - J vJ ? HUNTER SURVEY, ABSTRACT No. 35 AND THE ENOCH - - -� - __, EXIST. , o o �R\ 1 - N PROP. CONCRETE DRIVE M Jw � — - - - — 20' FEE TO H.C.F.C.D.�� / / I 10 SAN. ESMT. IY 30' N. N. I - - R BRINSON SURVEY, ABSTRACT No. 5, CITY OF aPORTE, / • R H.C.C.F. N0. M868812 S03�03 17 E 459.71 , , I \ / I 432 oM 55� � -P1�P7 �pFfCR �R1\7E N I� I Na SURVEY, ABSTRACT No. 5 AND BEING OUT OP AND A PART y / / / PRUP. 100 000 GALLON FIRE R / WATER TANK EXIST. 6 SAN. C'� I I \� I I OF LOT 27 & 28, NEBRASKA SYNDICATE SITUP CED IN / / SWR, FORCE MAIN PROP. 5'x8' 500' • 10' SAN. ESMT. "P JOHNSON HUNTER SURVEY, ABSTRACT No. 3 4 / PROP. SPOT CASING ON �o / / I I EXIST 6" FM UNDER RAIL • CONC. LANDING • -r`I I BENCHMARK: / �j //// I I I I SPUR TO EXTEND 5 FT (TYP. 9 LOCATIONS) I • I • TROPICAL STORM ALLISON RECOVERY P IOJECT 4�L'�r •• / // I 11 ON BOTH 131DES i I E r Ikr I I • III z BENCHMARK RM NO. 020185, ELEV. 21.64 SET, NAVD 88,•/ / I I • PROP. PRIVATE I I I ( ) II • / II s" sAN swR III a TEMPORARY BENCHMARK'S " BM'S I I ` TBM "A" -A SQUAT 1E CUT ON THE WEST 5 IDE OF CONCRETE HEADWALL SOUTH OF THE RAILROAD TR 1CKS ON THE / ��Z / ��� I PROP. 6" PRIVATE I I I I Z 0 O NORTHEAST CORNER OF THE SUBJECT ; ITS. ELEV.=17.67' v � q / / I I PROP . WAREHOUSE PROP. SAMPLE , I / '`f I / I I • FLOODPLAIN INFORMATION: / O t I PROP. DOUBLE CHECK r WELL I1 aQ • // I • (� 2' 500 00 s F •N a o I I "y pc7 BY GRAPHIC PLOTTING ONLY, THE SUBJI CT ?ROPERTY LIES / Gl ASSEMBLY w/6" G.V. J ^ _0 • I E- OD OO / I 1.,J ty w o I I �. WITHIN ZONE "X", AREAS DETERMINED T 1 BE OUTSIDE THE • C Q • of v 0 M I I ( 0.2%g ANNUAL CHANCE FLOOPLAIN AS DE =INED BY THE A., /// / I I o I . F. 20. U 0 N M aN o I I FEDERAL EMERGENCY MANAGEMENT A( ENCY FLOOD JJ��w / //� f ?T I a w^ I II DATEDJUNE18, 2007.O It 2 I I • L`� �6 _ • w ? I UNDERGROUND UTILITY NOTE Ac' iOZ � o /fffl / // I 13 o I I I I CONTRACTOR SHALL VERIFY LOCATION C �� W -1 z I UNDERGROUND UTILITY LINES BY CONTAI 'TING THE • / ' I I I I • w I I HOUSTON AREA UTILITY COORDINATING ( OMMITTEE 4 / ///// o of I I ` Z I I , AT 1-800-245-4545 FORTY EIGHT (48) HOUR B BEFORE F-N + + +I ti I I I BEGINNING WORK. N 1 PROP. PROP. 5 I I • 00 1 CONC. PAVING " I n n n o I cn TRUCK RAMP III m = 9,0 m� I I I = r r 5EOFTEk�sI1� + TO,d%'oF / IK 932 I ' / / UI U LiI CSI IU / EXIST. 12 o+u�I u� I n I u� II PR UCKWELL • PROP, TRUCKWELL Iy 5 I o . *: 6 ci F ci cC LD coo L L ry I C' A 'q WATE i III 20 21 24 22 451 26' 274 • 22 33 19 IF Ate r 2 6 F � tp , (D M (L 0 ..........................., y r�•7 // - I I I6, I W C�ISTOPH94787 BRISSE�/ '9 F QG/� - °,,; c. Ln u> 00 Oo cr, P . 6' I PROP. I I I c hP��'•��CENSEo. '�_: O F �. / I CONC PVMT. ZRI ROM. WL OVERHEAD I I I A� ''Il SS�ONAL ENG-\' CCG A�/ 1 13 SE VICE PROP, 6" CONCRETE PVMT. I I w I �� �'.jj�0 l 4 / / PROP. RAIL I I I 72 37 38' SER CE T,, 680 I I I �Y��� r, e 0 R XIST. 1 /� I 0' B L. S• I ,1 o / —Wtt. 1 i E I R INN E — OWNER/DEVELOPS 'R L - - BLDG. REF. I g O EXIST. XI T FI E HI D A T 3 � a FIR HYDRA T —� 1 .L E. PROP. TRUCK PARKING (69 SPACES) — _ >_x I I • ' r •�" 7 � —q—may s• _ ,_,.� ,, COMMERCIAL DESIGN - BUI .DERS 45 A CONCRETE 5599 SAN FELIPE SUIT1 1440 — — -rEavwmL F40 ,iz" IR . . •.,.:.'5 �': - �-p-= - - - - ' HOUSTON, TEXAS 7� 056 N00'3439 V 21,83'' EXIST., 12" - _ C PHONE TEXAS T 0 • EXIST. ASPHALT --� f- T e6NCRETE -GUARD RAI ( a _ _ - � —REMOVE EXIST. CONC,- �- _ - - - - �SRLANADE V FAX (713)782-375: _ _ - - - • C A www.claydevelopment.c )m 1 DOM. METER - SAWCUT AND REMOVE TEXAS BOARD OF PROFESSIONAL ENGINEERS EXIST. CONC. DRIVEWAY STATE HWY 146 FEEDER e l I & 1 " IRRIGATION- IL,LR- REPLACE WITH CONC. CURB REGISTRATION #F"00491 5 -- W EDUCED PRESS (WIDTH VARIES) "°'°' • -- STATE HWY 146 FEEDER (TYP. 4 LOCATIONS) �_ TITEET MAJOR DEVELO PMENT • (WIDTH VARIES) SITE PLAT' I 0 25 50 100 150 PRJ NAME:PORT MODAL CENTRE SHEET NO: • SCALE: 1 =50' DATE: FEB. 14, 2011 N BY: PAT R. -. ....-...,..,___.-..-._-..n._.�,�. .,.,...,..._,.�---.,...---- .�_ _.-. ._--.._._ - -.--_-�---- _ CIII�CI !'1: BRAD C / • / \ PROJECT: OFFICE / WAREHOUSE IACILITY FOR: / \` PORT MODAL ;CENTRE // o=a � 1400 STATE HIGHWAY r 146 NORTH // ' LA PORTE, TX 77571 / . SCUP# 1191010002 / , UN ? I r I n /l �i FI D L I Q LANDSCAPE LEGEND / / �QD�D ��� w Course Bearing Distance � � kr „ 1 / / \ O 2 70 - EUCALYPTUS (MIN. 2.0 CALIPER INCHES IN SIZE) L1 N 03' 13'17° W 60.00' (t Y w (MAXIMUM SPACING OF TREES IS 30 O.C.) L2 N 0624'27' E 58.74' o z o 70 TOTAL L3 N 01 ' 18 45 W 12.74 / ��x I L4 S 8526'43" W 66.64' / yO� Q LJ U 352 - m OLEANDER (MIN. 18 INCHES IN HEIGHT)) L5 S 86'56'43" W 40.00' PR )JECT / TBM "A" V `l O \ Z - ALT. CRAPE MYRTLE 18 INCHES IN HEIGHT) n , / � ti . o \ L6 S 21 '4i '50 W 95.54 / LO( AT0N / IN HEADWALL d \ o/ 6, r� 98 — WAXLEAF LIGUSTRUfA (MIN. 18 INCHES IN HEIGHT) rl;" "k / I ELEV.=17.67 �i� \ I 8 Z ,-� ALT. TEXAS SAGE (MIN. 18 INCHES IN. HEIGHT), I g j"! II�� / I \ c1rj J O W N �7 Z 450 SHHRAUBS REQUIRED / PROVIDED / IRREGULAR FEE TO H.C.F.C.D. / H.C.C.F. N0. M868812 \ o a ~ / O QL O Q I �l \3 I -- - - - - - - - - - W I \ I VICINITY M AP / cv I HIGH BANK \ \ z o _ _ KEY M[AP# 5 �0-T / Qt <N PROP. 6" CONCRETE PVMT. _ _ CONCRETE SLOPE PAVING I _ _ _ _ _ _ H.C.A.D. No.: 027-0! 3-000-0001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / TOE ~ AND 027-01 3-000-0014 / �� OUTSIDE STORAGE a _ I ' I z� 35,881+ SQ FT �' REV ISSUE DATE DESCRIPTION / IRREGULAR FEE TO H.C.F.C.D I 0.821 ACRES la H.C.C.F. N0. N488117 UNIT F101 -00-00 0 02/14/11 ISSUE FOR RED EW ( I \ CONCRETE SLOPE PAVING I 1 04/04/11 ISSUE FOR HCP )D APPROVAL / I - - - - - - - - - - - - I_ HIGH BANK - - -- - - - - - - - - - - - - - / / / / I TOE / / IS03 03' 17"E 242.49' 0 z { — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a - -� Q LEGAL DESCRIPTION: / — — — — — — — \ L(�' H.C.C.F. — M86881 2 J \ o m A 14.8252 ACRE TRACT OF LAND LOCAT ID IN THE JOHNSON/ 20' FEE TO H.C.F.C.D. T w = HUNTER SURVEY,ABSTRACT No. 35 ANI THE ENOCH / �� H.C.C.F. N0. M86881 2 S03003' 17"E_4.59.71 ' EXIST 10" `S'd BRINSON SURVEY, ABSTRACT No. 5, CIT ' OF LaPORTE, / I I v HARRIS COUNTY, TEXAS, BEING ALL OF °IRST, SECOND PROP. CONCRETE DRIVE 0 AND THIRD TRACTS SITUATED IN THE EI IOCH BRINSON U SURVEY, ABSTRACT No. 5 AND BEING Oi IT OF AND A PART / OF LOT 27 & 28, NEBRASKA SYNDICATE IITUATED IN / I I I JOHNSON HUNTER SURVEY, ABSTRACT 40. 35. q�� / I II TROPICAL STORM BENCHMARK: OJECT / OTC~ EXI 1 I I I BENNCHMQRK. PM NOL0 00185, ELN EV. 1.64 FEE T, NAVD 88, I I 2001 ADJUSTMENT. �� I + �I I o o f TEMPORARY BENCHMARK 3 (TBM'S): ), I I w I TBM "A" - A SQUARE CUT ON THE WE ST SIDE OF CONCRETE �t 'C• Y HEADWALL SOUTH OF THE RAILROA ) TRACKS ON THE 5q PROP . WAREHOUSE o I NORTHEAST CORNER OF THE SUBJE CT SITE. ELEV.=17.67 4 / / + I r, I / I I 292 500 S. F. _ I FLOODPLAIN INFORMATIOI I: Q n n Gzl BY GRAPHIC PLOTTING ONLY, THE S JBJECT PROPERTY LIES I I I I F. F. fl 0. U 0 N E , I D TO BE OUTSIDE THE ti - I v WITHIN ZONE "X", AREAS DETERMINE � J LI �� Q 0fN --+ 0.2% ANNUAL CHANCE FLOOPLAIN A i DEFINED BY THE I I ~o I FEDERAL EMERGENCY MANAGEME� F AGENCY FLOOD / / I I I G� `�' 4 . a U)z INSURANCE RATE MAP NUMBER 4821 100945L � � �, J Q �U DATED JUNE 18, 2007. /= I I I I �� �'� /J = a UNDERGROUND C NDERRSHALL G OUND UTILITY N( ITE: 2 I I 6 C� I IVERIFY LOCATII N OF o / i d' UNDERGROUND UTILITY LINES BY CO ITACTING THE / o o I ( HOUSTON AREA UTILITY COORDINATI IG COMMITTEE N + I I / / I AT 1-800-245-4545 FORTY EIGHT (48) F JURS BEFORE BEGINNING WORK. /' Z T + - w _ . N Ii / / I o r O CL' L2 ILCI / O O Q � <t Q Q Q CO j w cJ v C) I v I I v n mO 0 = ��P�E0FTekq,�l n I I �I i≥I PROP. TRUCKWELL PROP. TRUCKWELL Lj CHRISTOPHER P. BRISSETTI I .................:. to � � co � �cn� � i w c /� �'• sa7B7 OP. PRIVATE —"' J / PROP. RAIL 2" DOM. WL NOTE: b 4��T •�/DENSE°• a��- PROP. 6" / 1. IRRIG TION INSTALLED BY LICENCED 11►`SS/ONAL PROP. 6" CONCRETE PVMT. �� w I + I I CONCRETE PVMT. 2. ALL PROPOSED/NEW LANDSCAPING SHALL SEE DET � BE PROVIDED WITH AN APPPROVED IRRIGATION AIL FOR I / /i y/t/ / I / SYSTEM. �O Q j I DIMENSIONS -_y /� E I R INN E I OWNER/DEVELC PER . I PROP. TRUCK PARKING (69 SPACES) I L EXIST 1 WL , " COMMERCIAL DESIGN IUILDERS - -_ EXIST. ASPHALT PROP. 1 GATOM.ION METER - - _ C°- "r1 5599 SAN FELIPE, SL ITE 1440 w REDU D PRESSURE EXIST-CONCRETE HOUSTON, TEXAS 77056 GUARD RAIL �-� ZONE AS PHONE (713)789. 2529 - - - FAX (713)782-355 www.claydevelopmerit.com STATE HWY 146 FEEDER TEXAS BOARD OF PROFESSION 4L ENGINEERS (WIDTH VARIES) REGISTRATION # F-0( 4975 STATE HWY 146 FEEDER SHEET WIDTH VARIES) 0 25 50 , °° , 5D TITLE: LANDSCAPE PLAN SCALE: 1 "=50' PRJ NAME:PORT MODAL CENTRE SHEET 10: DATE: FEB. 14, 2011 DWN BY: PAT R. MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM Development Name: / ✓ az7 Address: /1/00 S N /y 6 /V CLP Project No. // 83 Od000 i Date Project Reproducible Received: 6 —c2y - // Date Reproducible is Forwarded to Director for Signature: o? 7 /1 Date Reproducible is Filed in Drafting Div.: - a 6 — /1 Date Release Form Provided to Inspection Services Div.: b _ o? —// The site plan for the proposed project has been approved and released by the Planning Department. The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEASE FORM IN CONSTRUCTION JOB FILE S:\CPShare\Inspections\SITE PLAN RELEASE FORM.doc 01-2000 Rev. OF L A -1 9 CITY OF LA PORTE PLANNING DEPARTMENT 604W.Fairmont Parkway,La Porte,TX 77571 m www.laportetx.poy Phone:(281)471-5020/Fax(281)471-5005 TE xAs MEMORANDUM FED 2 2 7011 TO: Rodney Slaton,City Engineer 8Y Masood Malik,City Planner ctvlark.Huber,-DeputyBuilding.OfEcial Donald Ladd,Assistant Fire Chief Curtis Herrod, Utility Superintendent Cliff Meekins, Fire Marshall FROM: Shannon Green,Planning Assistant DATE: January 18,2011 RE: Major Development;Distribution Warehouse CLP#11-83000001 The next site plan meeting is scheduled for March 1,2011 at 2:00. Please review and post your comments. Thank you, !' O� A 9 CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway,La Porte,TX 77571 fJ m www.laporletx.gov Phone:(281)471-5020/Fax(281)471-5005 re w►e MEMORANDUM TO: Rodney Slaton,City Engineer Masood Malik,City Planner Mark Huber,Deputy Building Official Donald Ladd,Assistant Fire Chief Curtis Herrod, Utility Superintendent 1? ?0» Cliff Meekins, Fire Marshall Rv FROM: Shannon Green, Planning Assistant DATE: January 18,2011 !11/I RE: Major Development; Distribution Warehouse CLP#11-83000001 The next site plan meeting is scheduled for March 1,2011 at 2:00. Please review and post your comments. Thank you, I t GEOTECHNICAL ENGINEERING REPORT tIG PORT MODAL CENTRE LA PORTE, TEXAS CITY JUN - 2 2011 COPY EY:__ GEOTECHNICAL ENGINEERING REPORT Port Modal Centre La Porte, Texas Prepared by: Gorrondona &Associates, Inc. Prepared for: Clay Development & Construction, Inc. 5599 San Felipe, Suite 1440 Houston,Texas 77056 Attention: Mr. Mark Hayes March 2011 G&AI Project No. 11-0060 GOR0.ONDONA&ASSOCIATES,INC.-TEXAS ENGINEERING FIRM REGISTRATION No.F-7933 r JUN - 2 2011 E.Y. Gorrondona & Associates, Inc. ! `:its vf-Sc•. IJ::t,tr` ii•cenn;l•IJtt:J ::onrj,n}bnn •Uuotrc'r.-a' E•U'u rI o,J . !..`t:un, March 15, 2011 Mr. Mark Hayes Clay Development& Construction, Inc. 5599 San Felipe, Suite 1440 Houston,Texas 77056 Re: GEOTECHNICAL ENGINEERING REPORT Port Modal Centre La Porte,Texas G&AI Project No. 11-0060 Dear Mr. Hayes: -. Gorrondona & Associates, Inc. (G&AI) is pleased to submit our Geotechnical Engineering Report for the above-referenced project. This investigation was performed in accordance with G&AI Proposal No. P11-0086 dated March 2, 2011. We appreciate the opportunity to work with you on this project. We look forward to providing you with geotechnical and materials testing and inspection services during the construction phase of this project. Please contact us if you have any questions or require additional services. Respectfully submitted, /Y" CJ x Digitally signed by Kenneth B.Riner F � Date:2011.03.15 14:24:14-05'00' • e@ Kenneth B. Riner, P.E. meamo. ,ca Director—Geotechnical, Environmental & CMT Services "kM16E $r JUN-, 2 2011 47 BY:� 8815 Solon Rd. • Suite F-5• Hou 3[o i exxaas' 7064 • 281.469.3347 • Fax 281.469.3594 Gorrondona&Associates, IncfeLslEng(neering Firm Registration No. F-7933 COPY S. TABLE OF CONTENTS Page 1.0 Introduction .................................................................................................................... 1 2.0 Field Investigation........................................................................................................... 2 3.0 Laboratory Testing........................................................................................................... 3 4.0 Subsurface Conditions ..................................................................................................... 4 4.1 Geology ....................................................................................................................... 4 4.2 Soil............................................................................................................................... 4 4.3 Groundwater............................................................................................................... 5 5.0 Analysis and Recommendations..................................................................................... 5 5.1 Seismic Site Classification ........................................................................................... 5 5.2 Potential Vertical Soil Movements.............................................................................. 6 5.3 Construction Excavations............................................................................................ 6 5.4 Groundwater Control...............................................:.................................................. 7 5.5 Earthwork.................................................................................................................... 7 5.5.1 Site Preparation ................................................................................................... 7 5.5.2 Proofroll ............................................................................................................... 7 5.5.3 Grading and Drainage .......................................................................................... 8 5.5.4 Wet Weather/Soft Subgrade ............................................................................... 8 5.5.5 Fill......................................................................................................................... 8 5.5.6 Testing.................................................................................................................. 9 5.6 Buried Structures .............................................................:........................................ 10 5.7 Foundation System ................................................................................................... 10 5.7.1 Foundation System - Drilled Piers...................................................................... 11 5.8 Slab-on-Grade ........................................................................................................... 13 5.9 Flooring ..................................................................................................................... 14 5.10 Pavement.........................................................................:........................................ 15 5.10.1 Rigid Pavement .................................................................................................. 15 5.10.2 Pavement Subgrade........................................................................................... 16 5.11 Rail Spur Subgrade.................................................................................................... 16 6.0 Construction Observations ........................................................................................... 17 7.0 General Comments....................................................................................................... 17 APPENDICES Appendix A - Project Location Diagrams Appendix B- Boring Location Diagram Appendix C- Boring Logs and Laboratory Results Appendix D-Geologic Atlas and Formation Description Appendix E- Unified Soil Classification System CITY r, JUN - 2 2011 C0PY F : .A, v ►1 GEOTECHNICAL ENGINEERING REPORT Port Modal Centre La Porte,Texas 1.0 INTRODUCTION Project Location. The project is located on the east side of State Highway 146, about 0.35- miles south of its intersection with State Highway 225, jn La Porte, Texas. The general location and orientation of the site are shown on the Project Location Diagrams, located in Appendix A of this report. Project Description. The project consists of a proposed 300,000 square foot (SF) office/warehouse building, rail spur access, and associated parking and drive areas. Project Authorization. This geotechnical investigation was authorized by Mr. Mark Hayes with Clay Development & Construction, Inc. arid performed in accordance with G&AI Proposal No. P11-0086 dated March 2, 2011. Purpose and Methodology. The principal purposes of this investigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical engineering design recommendations. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the soils; and (3) perform engineering analyses, using field and laboratory data, to develop design • criteria. Cautionary Statement Regarding Use of this Report. As with any geotechnical engineering report, this report presents technical information and provides detailed technical recommendations for civil and structural engineering design and construction purposes. G&AI, by necessity, has assumed the user of this document possesses the technical acumen to understand and properly utilize information and recommendations provided herein. G&Al strives to be clear in its presentation and, like the user, does not want potentially detrimental misinterpretation or misunderstanding of this report. Therefore, we encourage any user of this report with questions regarding its content to contact G&AI for clarification. Clarification will be provided verbally and/or issued by G&AI in the form of a report • addendum, as_appropriate. Any necessary clarification to this report will be provided at no charge. ffTry nt liv G&AI Project No.11.0060 Pagel C I T r4 JUN - 2 20II COP 2.0 FIELD INVESTIGATION The subsurface investigation for this project is summarized below. Boring locations are provided in Appendix B. ,Boring Nos. `Depth,ifeet bgs' 1 Date Drilled Location B-01 to B-15 20 3/7-8/2011 Building B-16 and B-17 10 3/8/2011 Rail Spur Access B-18 to B-23 5 3/8/2011 Paving Notes: 1. bgs = below ground surface 2. Boring locations shown on the Boring Location Diagram in Appendix B were not surveyed and should be considered approximate. Subsurface conditions were defined using the sample borings. Boring logs generated during this study are included in Appendix C. Borings were advanced between sample intervals using continuous flight auger drilling procedures. Cohesive soil samples were generally obtained using Shelby tube samplers in general accordance with American Society for Testing and Materials (ASTM) D1587. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency using a hand penetrometer, sealed and packaged to maintain "in situ" moisture content. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at the respective sample depths on the boring logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Granular soil samples were generally obtained using split-barrel sampling procedures in general accordance with ASTM D1586. In the split-barrel procedure, a disturbed sample is obtained in a standard 2-inch outside diameter (OD) split barrel sampling spoon driven 18- inches into the ground using a 140-pound (lb) hammer falling freely 30 inches. The number of blows for the last 12-inches of a standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the boring logs at the depth of sampling. Samples were sealed and returned to our laboratory for further examination and testing. Groundwater observations are shown on the boring logs. cnry G&AI Project No. 11-0060 Page 2- COPY JUN - 2 2011 J Upon completion of the borings, the boreholes were backfilled from the top and plugged at the surface. 3.0 LABORATORY TESTING G&AI performs visual classification and any of a number of laboratory tests, as appropriate, to define pertinent engineering characteristics of the soils encountered. Tests are performed in general accordance with ASTM procedures and results are included at the respective sample depths on the boring logs. Laboratory tests and procedures routinely utilized, as appropriate, for geotechnical investigations are tabulated below. Test Procedure .; ;r. .Description -ASTM D421 Standard Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants ASTM D422 Standard Test Method for Particle-Size Analysis of Soils ASTM D1140 Standard Test Methods for Amount of Material in Soils Finer than the No. 200 (75-µm) Sieve ASTM 02166 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil ASTM 02216 Standard Test Method for Laboratory Determination of Water(Moisture) Content'of Soil and Rock by Mass ASTM D2217 Standard Practice for Wet Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants ASTM D2487 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM D2850 Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soil ASTM 04220 Standard Practices for Preserving and Transporting Soil Samples ASTM 04318 Standard Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils ASTM 04643 Standard Test Method for Determination of Water(Moisture) Content of Soil by the Microwave Oven Method Manufacturer's Soil Strength Determination Using a Torvane Instructions Results of laboratory testing conducted during this study are provided on the boring logs included in Appendix C. G&AI Project No.11-0060 Page 3 JUN - 2 2011 1 4.0 SUBSURFACE CONDITIONS 4.1 Geology Geologic Formation. Based on available surface geology maps and our experience, it appears this site is located in the Beaumont Formation. A geologic atlas and formation description are provided in Appendix D. Soils within the Beaumont Formation can generally be characterized as clay and mud of low permeability with beds and lenses of fine sand and silt. Geologic Faults. A review of the attached geologic map indicates the nearest geologic fault is about 2-miles west of the project site. A geologic fault study was beyond the scope of this investigation. 4.2 Soil Descriptions of the various strata and their approximate depths and thickness per the Unified Soil Classification System (USCS) are provided on the boring logs included in Appendix C. Terms and symbols used in the USCS are presented in Appendix E. A brief summary of the stratigraphy indicated by the borings is given below. The following general subsurface conditions were encountered at the proposed building location: Depth, feetbgs Top of Layer Bottom of Layer '- Description' 0 0 to 4 FILL—Very stiff LEAN CLAY (CL) and stiff FAT CLAY WITH GRAVEL(CH). 0 to 4 Boring Termination, Stiff to very hard FAT CLAY (CH) (20) The following general subsurface conditions were encountered at the proposed rail spur location: • Depth,feet bgs Top of Layer Bottom of Layer . Description 0 Boring Termination Stiff to hard FAT CLAY (CH). (10) The following general subsurface conditions were encountered at proposed paving locations: G&A1 Project No. 11-0060 Page 4 4 II TV' 11 Illl tlM , JUN - 22011 'r copy e _ �j y: Depth, feet bgs Top of Layer Bottom of Layer Description 0 0 to 2 FILL—FAT CLAY WITH GRAVEL(CH). 0 to 2 Boring Termination (5) Stiff to very stiff FAT CLAY(CH). Atterberg (plastic and liquid) limits were performed on 34 shallow soil samples obtained at depths between 2- and 8-feet bgs. The plasticity index of the samples was between 34 and 73 with an average of 59 indicating that the soils have a high potential for shrinking and swelling with changes in soil moisture content. 4.3 Groundwater The borings were advanced using auger drilling and intermittent sampling methods in order to observe groundwater seepage levels. Groundwater levels encountered in the borings during this investigation are identified below. Boring No Depth Groundwater Initially Groundwater<Depth after 15 _ Encountered.(feet, bgs)'" Minutes(feet, bgs) ` . B-01 to B-23 Not Encountered Not Encountered Long-term monitoring of groundwater conditions via piezometers was not performed during this investigation and was beyond the scope of this study. Long-term monitoring can reveal groundwater levels materially different than those encountered during measurements taken while drilling the borings. Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The groundwater level should be expected to fluctuate throughout the years with variations in precipitation. 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Seismic Site Classification The seismic site classification is based on the 2006 International Building Code (IBC) and is a classification of the site based on the type of soils encountered at the site and their engineering properties. Per Table 1613.5.2 of the 2006 IBC, the seismic site classification for this site is D. G&AI Protect No. 11-0060 Pages C , JUN - 2 2011 I`! COPY ; 5.2 Potential Vertical Soil Movements Potential Vertical Rise (PVR) calculations were performed in general accordance with the Texas Department of Transportation (TxDOT) Method Tex-124-E. The Tex-124-E method is empirical and is based on the Atterberg limits and moisture content of the subsurface soils. The calculated PVR is an empirical estimate of a soil's potential for swell based upon the soil's plasticity index, applied loading (due to structures or overburden), and antecedent moisture condition. The wetter a soil's antecedent moisture condition, the lower its calculated PVR will be for a given plasticity index and load. However, soil with a higher antecedent moisture content will be more susceptible to shrinkage due to drying. Maintaining a consistent moisture content in the soil is the key to minimizing both heave and shrinkage. The PVR calculated using the referenced method is about 4-inches assuming an average antecedent moisture condition. The calculated PVR is consistent with soil moisture conditions at the time this investigation was conducted. The calculated PVR can vary considerably with prolonged wet or dry periods. We recommend the moisture content for the upper 10 feet of soils within the building pad be assessed for consistency with this report prior to construction if: (1) an extended period of time has elapsed between the performance of this investigation and construction of the foundation, or (2) unusually wet or dry weather is experienced between the performance of this investigation and construction of the foundation. 5.3 Construction Excavations .Sloped Excavations. All sloped short-term construction excavations on-site should be designed in accordance with Occupational Safety and Health Administration (OSHA) excavation standards. Borings from this investigation indicated that the soils may be classified per OSHA regulations as Type B from the ground surface to a depth of 10-feet bgs. Short-term construction excavations may be constructed with a maximum slope of 1:1, horizontal to vertical (H:V), to a depth of 10-feet bgs. If excavations are to be deeper than 10-feet, we should be contacted to evaluate the excavation. Recommendations provided herein are not valid for any long-term or permanent slopes on-site. Shored Excavations. As an alternative to sloped excavations, vertical short-term construction excavations may be used in conjunction with trench boxes or other shoring systems. Shoring systems should be designed using an equivalent fluid weight of 95 pounds per cubic foot (pcf). Surcharge pressures at the ground surface due to dead and live loads should be added to the lateral earth pressures where they may occur. Lateral surcharge pressures should be assumed to act as a uniform pressure along the upper 10-feet of the excavation based on a lateral earth coefficient of 0.5. Surcharge loads set back behind the G&AI Project No.11-0060 Page 6 0� ` l.v Y Ifi JUN - 2 1011 f- t - con J excavation at a horizontal distance equal to or greater than the excavation depth may be ignored. We recommend that no more than 200-feet of unshored excavation should be open at any one time to prevent the possibility of failure and excessive ground movement to occur. We also recommend that unshored excavations do not remain open for a period of time longer than 24-hours. Limitations. Recommendations provided herein assume there are no nearby structures or other improvements which might be detrimentally affected by the construction excavation. Before proceeding, we should be contacted to evaluate construction excavations with the potential to affect nearby structures or other improvements. 5.4 Groundwater Control Groundwater was not encountered during the subsurface investigation. If groundwater is encountered during excavation, dewatering to bring the groundwater below the bottom of excavations may be required. Dewatering could consist of standard sump pits and pumping procedures, which may be adequate to control seepage on a local basis during excavation. Supplemental dewatering will be required in areas where standard sump pits and pumping is not effective. Supplemental dewatering could include submersible pumps in slotted casings, well points, or eductors. The contractor should submit a groundwater control plan, prepared by a licensed engineer experienced in that type of work. 5.5 Earthwork 5.5.1 Site Preparation In the area of improvements, all concrete, trees, stumps, brush, debris, septic tanks, abandoned structures, roots, vegetation, rubbish and any other undesirable matter should be removed and properly disposed. All vegetation should be removed and the exposed surface should be scarified to an additional depth of at least 6 inches. It is the intent of these recommendations to provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. 5.5.2 Proofroll Building pad and paving subgrades should be proofrolled with a fully loaded tandem axle dump truck or similar pneumatic-tire equipment to locate areas of loose subgrade. In areas to be cut, the proofroll should be performed after the final grade is established. In areas to be filled, the proofroll should be performed prior to fill placement. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, moisture conditioned (dried or wetted, as needed) and compacted in place. 2cEuv Ganl Project No. 11-0060 Page 7C 0 CITY JUN - 2 2011 CopyEy:— 5.5.3 Grading and Drainage Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because swelling and shrinkage of these soils will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from any foundation should be provided. Ditches or swales should be provided to carry the run-off water both during and after construction. Stormwater runoff should be collected by gutters and downspouts and should discharge away from the buildings. Root systems from trees and shrubs can draw a substantial amount of water from the clay soils at this site, causing the clays to dry and shrink. This could cause settlement beneath grade-supported slabs such as floors, Walks and paving. Trees and large bushes should be located a distance equal to at least one-half their anticipated mature height away from grade slabs. Lawn areas should be watered moderately, without allowing the clay soils to become too dry or too wet. 5.5.4 Wet Weather/Soft Subgrade Soft and/or wet surface soils may be encountered during construction, especially following periods of wet weather. Wet or soft surface soils can present difficulties for compaction and other construction equipment. If specified compaction cannot be achieved due to soft or wet surface soils, one of the following corrective measures will be required: 1. Removal of the wet and/or soft soil and replacement with select fill, 2. Chemical treatment of the wet and/or soft soil to improve the subgrade stability, or 3. If allowed by the schedule, drying by natural means. Chemical treatment is usually the most effective way to improve soft and/or wet surface soils. G&AI should be contacted for additional recommendations is chemical treatment is planned due to wet and/or soft soils. 5.5.5 Fill Select Fill. Any fill placed in building pad areas should consist of select fill. Select fill should consist of soil with a liquid limit less than 35 and a Plasticity Index between 5 and 15. The select fill should be placed in loose lifts not exceeding 8-inches and should be compacted to at least 95 percent maximum dry density (per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum moisture content. The subgrade to receive select fill should be scarified to a depth of 6 inches and compacted to at least 95 CITY G&AI Project No. 11.0060 Page 8 �a® Y JUN - 2 2011 '�s • e.% percent maximum dry density (per ASTM D-698) and at a moisture content between optimum and 4 percent above optimum. Lime-treated Clay Soil. Based on the laboratory testing conducted for this investigation, the native clay on-site soils will not meet specifications for select fill outlined in the section titled "Fill". As an alternative to importing select fill, the native clay soil may be blended with lime to reduce the plasticity to meet select fill requirements. Based on our experience, we expect that it will require between 4- and 6-percent lime (by dry unit weight) to reduce the plasticity of the native clay soils to select fill requirements. However, we recommend that lime series determination tests be performed to assess the amount of lime required. General Fill. General fill may be placed in improved areas outside of building pad areas. General fill should consist of material approved by the Soils Engineer and with a liquid limit less than 50. General fill should be placed in loose lifts not exceeding 8-inches and should be uniformly compacted to a minimum of 95 percent maximum dry density (per ASTM D-698) and within t2 percent of the optimum moisture content. Fill Restrictions. Select fill and general fill should consist of those materials meeting the requirements stated. Select fill and general fill should not contain material greater than 4- inches in any direction, debris, vegetation, waste material, environmentally contaminated material, or any other unsuitable material. Unsuitable Materials. Materials considered unsuitable for use as select fill or general fill include low and high plasticity silt (ML and MI-I), silty clay (CL-ML), organic clay and silt (OH and OL) and highly organic soils such as peat (Pt). These soils may be used for site grading and restoration in unimproved areas as approved by the Soils Engineer. Soil placed in unimproved areas should be placed in loose lifts not exceeding 10-inches and should be compacted to at least 92 percent maximum dry density (per ASTM D-698) and at a moisture content within t4 percentage points of optimum. Cautionary Note. It is extremely important that select fill placed within building pads be properly characterized using a representative proctor sample. The use of a proctor sample which does not adequately represent the select fill being placed can lead to erroneous compaction (moisture and density) results which can significantly increase the potential for swelling of the select fill. 5.5.6 Testing Field compaction tests should be made by the Soils Engineer or his representative. Compaction tests should be performed in each lift of the compacted material. We recommend the following minimum soil compaction testing be performed: one test per lift per 2,500 square feet (SF) in the area of the building pad, one test per lift per 5,000 SF outside the building pad, and one test per lift per 100 linear feet of utility backfill. If the CITY G&A1 Project No.11-0060 Page 9 ,,//��++ '5+cQ l JUN — 2 2011 materials fail to meet the density or moisture content specified, the course should be reworked as necessary to obtain the specified compaction. 5.6 Buried Structures Uplift. Buried structures are subjected to uplift forces caused by differential water levels adjacent to and within the structure. Soils with any appreciable silt or sand content will likely become saturated during periods of heavy rainfall and the effective static water level will be at the ground surface. For design purposes, we recommend the groundwater level be assumed at the ground surface. Resistance to uplift pressure is provided by soil skin friction and the dead weight of the structure. Skin friction should be neglected for the upper 3 feet of soil. A skin friction of 200 pounds per square foot (psf) may be used below a depth of 3 feet. Lateral Pressure. Lateral pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 95 pounds per cubic foot (pcf). This includes hydrostatic pressure but does not include surcharge loads. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Vertical Pressure. Vertical pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 130 pcf. This does not include surcharge loads. The vertical load produced by a surcharge may be computed as 100 percent of the vertical surcharge pressure applied as a constant pressure over the full width of the buried structure. 5.7 Foundation System Based upon information available to us at this time, we believe that an underreamed drilled pier foundation will be most appropriate for this project. We have assumed that structural loads will be typical for the type and size of building proposed. Recommendations for the foundation types are presented below. We have also assumed that cuts of less than 1-foot will be required to bring the site to grade. In the event cuts in the building pad exceed 1-foot, we should be notified and allowed to review the design to assess the suitability of the foundation recommendations provided. CITY G8J11 Project No. 11-0060 Page 10 �� JUN - 1 1011 Ir � Y 5.7.1 Foundation System - Drilled Piers Bearing Capacity and Foundation Depth. Drilled pier foundations (auger-excavated, underreamed, steel reinforced, cast-in-place concrete piers) bearing in native soil may be utilized at this site for the proposed structure. We recommend that underreamed piers should be founded at a depth of 10- to 12-feet beneath the existing grade. The piers may be proportioned using a net dead load plus sustained live load bearing pressure of 3,000 psf or a net total load pressure of 4,500 psf, whichever condition results in a larger bearing surface. These bearing pressures are based on a safety factor of 3 and 2, respectively, against shear failure of the foundation bearing soils. Settlement. Foundation settlement for drilled piers constructed as described above should be less than 1 inch. Uplift and Lateral Capacity. Because of the potential for the upper two feet of the soil to shrink and pull away from drilled piers during dry periods, we recommend soil resistance to uplift and lateral loads on drilled piers be ignored in the upper 2-feet of the soil profile. For resistance of uplift and lateral loads on drilled piers, we recommend the following parameters (Factor of Safety= 3 for cohesion). Effective Depth Allowable Angle of Internal Strain at Modulus of Subgrade Soil Unit - - (feet)' Soil Type weight Cohesion,c Friction,m %Peak _Reaction,k(for (Dcf)pl (ptf) (degrees) Strength,c, lateral loads)(pci) 0-2 Clay 120 0 0 NA NA 2—12 Clay 120 800 0 0.007 200 (1)—Effective soil unit weight based on assumed groundwater depth greater than 12-feet. pcf=pounds per cubic foot;psf=pounds per square foot;pci=pounds per cubic inch The uplift resistance provided by an underreamed drilled pier is the sum of resistance provided by the shear strength of the soil, the weight of the soil above the bell and the weight of the drilled pier itself. The following equation may be used to calculate the allowable uplift resistance: Fa = cNuAu + Ws +We FS FSZ Where: Fo= allowable uplift resistance, lbs CITY c= allowable cohesion, psf CO P N SDD !f Nu= bearing capacity factor= .B s 9 D DD= depth to base of bell, ft BD = diameter of the bell, ft G&Al Project No. 11-0060 Page 11. 1 A = projected area of bell, ft2= )r(Bo —B;) 4 B, = diameter of the drilled pier shaft, ft W,= weight of soil above bell, lbs W,=weight of drilled pier, lbs FS1, FS2= safety factors A safety factor of 3 has been applied to the allowable cohesion value and is appropriate for sustained loading conditions. However, the allowable cohesion values may be increased by 50 percent, resulting in a safety factor of 2, for transient loading conditions. We recommend a soil weight safety factor, FS1, of 1.2 and a drilled pier weight safety factor, FS2, of 1.1. The uplift force on the piers due to swelling of the active clays can be approximated by assuming a uniform uplift pressure of 1,000 psf acting over the perimeter of the shaft to a depth of 8 feet. The shafts should contain sufficient full length reinforcing steel to resist uplift forces. The piers should be provided with an underream diameter to shaft diameter ratio not less than 2 to 1 and not greater than 3 to 1. For uplift considerations, piers should not be spaced closer than two underream diameters (edge to edge) based on the diameter of the larger underream. Closer pier spacings may result in reduced uplift capacity. We should be contacted to review closer pier spacings on a case-by-case basis. Construction and Observation. The construction of all piers should be observed as a means to verify compliance with design assumptions and to verify: 1. the bearing stratum; 2. underream size; 3. the removal of all smear zones and cuttings; 4. that groundwater seepage, when encountered, is correctly handled; and 5. that the shafts are vertical (within acceptable tolerance). Groundwater was not encountered the boring locations during the subsurface investigation. However, groundwater may be encountered during pier excavation and the risk of groundwater seepage is increased during or after periods of precipitation. Submersible pumps may be capable of controlling seepage in the pier excavation to allow for concrete placement. Drilled pier foundations should be constructed in accordance with the requirements of TxDOT Item 416 (standard specification for construction of drilled pier foundations). This specification includes requirements for construction using casing or the slurry displacement method, as appropriate. We should be contacted for further evaluation and recommendations if soils other than those anticipated to be encountered at the design foundation bearing level, or if groundwater seepage and/or underream collapse occurs. G&AI Project No. 11-0060 Page 12 CiTy C9C� ; Copy Ifs JUN - 2 2011 U / Sy:_ Concrete should be placed in the shafts immediately after excavation to reduce the risk of significant groundwater seepage, deterioration of the foundation-bearing surface and underream collapse. In no event should a pier excavation be allowed to remain open for more than 8 hours. Concrete should have a slump of 5 to 7 inches and should not be allowed to strike the shaft sidewall or steel reinforcement during placement. 5.8 Slab-on-Grade Potential Vertical Slab Movements. Based on the information gathered during this investigation, a slab constructed on-grade will be subject to potential vertical slab movements of about 4-inches. Subgrade Treatment. To reduce the PVR to about 1.5-inches or less, we recommend that the upper 3-feet of the building pad subgrade consist of select fill. In areas where less than 3-feet of fill is required to bring the building pad to grade, we recommend that the existing soils be excavated to a depth of 3-feet below the top of the finished building pad subgrade and replaced with select fill. Lime treated clay soil may be used in lieu of select fill as described in Section 5.5.5. Alternate Subgrade Treatment. As an alternate subgrade treatment to reduce the PVR to about 1.5-inches or less, we recommend that the upper 2-feet of the building pad consist of select fill underlain by 2-feet of moisture conditioned native clay soil. For this case, the moisture conditioned native clay soil should be compacted to 92 to 96 percent of the material's maximum standard Proctor dry density (ASTM D-698) at a workable moisture level at least 4 percentage points above optimum and placed in loose lifts not exceeding 9 inches. Subgrade Moisture. The subgrade to receive select fill or moisture conditioned clay soil should be scarified to a depth of 6 inches. The scarified material should be compacted to 92 to 96 percent,of the material's maximum standard Proctor dry density (ASTM D-698) at a workable moisture level at least 4 percentage points above optimum. Slab-on-grade subgrade. The subgrade directly underlying proposed slabs is prone to drying after being exposed and should be kept moist prior to.slab placement. Moisture Barrier. A moisture barrier should be used beneath the slab foundation in areas where floor coverings will be utilized (such as, but not limited to, wood flooring, tile, linoleum and carpeting). Recommended Slab Deflection Analysis Parameters. We recommend that slab deflections be analyzed using a coefficient of subgrade reaction, k, of 125 pounds per cubic inch (pci) for G&AI Project No. 11-0060 Page 13 fl JUN - 2 2011 the subgrade soils. We have assumed that the subgrade in the slab area will not be chemically stabilized. 5.9 Flooring Concrete floors, even with adequate curing time, can present an unacceptable moisture condition by allowing excessive amounts of moisture vapor to pass through to the surface. Moisture moves through concrete in a partially adsorbed or condensed state by diffusion, not simply as unbound, free water vapor or liquid. The rate of moisture transmission depends on the degree of saturation, which is a function of the relative humidity on each side of the concrete. Therefore, the driving force for water vapor movement through a slab is the relative humidity differential through the slab's depth, not simply the vapor pressure differential. - When a floor covering is placed on top of a slab, it restricts evaporation from the top surface of the slab; moisture within the slab then distributes itself to achieve equilibrium due to temperature and chemical interactions from the top to the bottom of the slab. In the long run, adhesive and flooring are then exposed to the equilibrium moisture level at the top of the slab. Concrete is naturally alkaline. Some additives promoting shortened cure time or easier/longer concrete workability may also increase concrete's natural alkalinity. Floor failure risks are increased if moisture movement transports this alkali to be in contact with the floor/adhesive system. Typically, concrete floors should be tested for moisture emission rate by utilizing an anhydrous calcium chloride moisture test kit available from installation supplies and accessories distributors. This quantitative method is precise and must be conducted carefully with strict attention to the test kit manufacturer's detailed instructions. Moisture emission rate is expressed in lbs/b00 square feet/24 hours. Because the calcium chloride test for emission rate requires 3 days to conduct, proper installation planning is a must. As a general guideline, an emission rate of 3 lbs or less is acceptable for most flooring. In the range from 3 to 5 lbs., flooring with porous backings can usually be installed successfully; however, the risk of moisture related problems increases. Since some floor covering products are less tolerant of moisture than others, individual manufacturers should be consulted to determine the acceptable emission rate for specific products. For adhesive backed floors, alkalinity testing should typically be performed prior to installation. A pH range of 5-9 is generally acceptable. Readings above 9 typically require corrective measures prior to floor installation. The adhesive manufacturer should always be consulted for recommended testing and corrective procedures. CITY cni Gael Project No.11-0060 GO ItA y JUN - 2 2011 !L) Prior to installation of new flooring, slab moisture and alkalinity testing should be performed in accordance with manufacturer's instructions. Test results should be reviewed and approved by the flooring and/or adhesive manufacturer prior to placement of the floor. Moisture and/or alkali levels may influence the type of flooring which can be used. Different types of flooring have different tolerances to moisture and/or alkali levels. If slab moisture and/or alkalinity levels are too high for the manufacturer approved placement of the flooring selected, remedial action will be required. There are a number of products available to treat for alkalis and/or prepare and seal the concrete slab surface to reduce moisture migration rates to acceptable levels. Due to the myriad of flooring.types available, alkali treatment and/or floor sealants should be reviewed and approved by the manufacturer prior to floor placement. 5.10 Pavement Recommendations for rigid pavement and preparation of the pavement subgrade are provided in the following sections. A traffic study indicating the number and type of vehicles on which to base the pavement design was not provided. Therefore, our recommendations are based upon our experience with similar projects assuming normal vehicular loading. Any unusual loading conditions should be brought to our attention prior to finalizing the pavement design so that we may assess and modify our recommendations as necessary. 5.10.1 Rigid Pavement Portland cement concrete (PCC) with a minimum 28-day compressive strength of 3,500 pounds per square inch (psi) should be utilized for rigid pavement. Grade 60 reinforcing steel should be utilized in the transverse and longitudinal directions. The following pavement thicknesses and reinforcing are recommended: Thickness Paving Use :.Reinforcing (inches) , Parking Areas for Automobiles No. 3 bars spaced on 24-inch and Light Trucks 5 intervals or 12 x 12—W5 x WS welded wire fabric Drive Lanes and Areas Subjected to No. 3 bars spaced on 18-inch Light to Medium Trucks 6 intervals or 12 x 12—W6 x W6 welded wire fabric Areas Receiving Heavy No. 3 bars spaced on 18-inch Trucks and Dumpsters 7 intervals or 12 x 12—W6.S x W6.5 welded wire fabric CITE G&AI Project No. 11-0060 C®PP 15 JUN - 2 2011 �� Contraction joints should be spaced at about 30 times the pavement thickness up to a maximum of 15 feet in any direction. Saw cut control joints should be cut within 6 to 12 hours of concrete placement. Expansion joints should be spaced a maximum of 60-feet in any direction and should be placed where the pavement abuts any structure. Dowels should have a diameter equal to 1/8 the slab thickness, be spaced on 12-inch intervals, and be embedded at least 9-inches. Where not specified herein, concrete pavement should comply with Harris County Standard Specifications, Item 360, "Concrete Pavement", or equivalent. 5.10.2 Pavement Subgrade High plasticity clay is expected to be encountered or exposed at pavement subgrade. The pavement subgrade should be placed in loose lifts not exceeding 8-inches and should be uniformly compacted to a minimum of 95 percent maximum dry density (per ASTM 0-698) and within ±2 percent of the optimum moisture content. We recommend the subgrade be stabilized using the following: Reagent Application Rate Application Depth (pounds per square yard) (inches) Lime 27 6 Lime stabilization should be performed in accordance with Harris County Standard Specifications, Item 220, "Lime Stabilized Subgrade", or equivalent. 5.11 Rail Spur Subgrade We recommend that the rail spur be constructed in accordance with the American Railway Engineering and Maintenance-of-Way Association (AREMA) Manual for Railway Engineering (MRE). The depth of the ballast and sub-ballast for the rail spur may be designed using an allowable bearing pressure of 2,000 psf based on a safety factor of 3. As stated previously, the PVR for the site is expected to be about 4-inches. If a lower PVR is necessary for the rail spur, the existing subgrade soils should be excavated and replaced with select fill. The reduction to the'PVR due to the excavation of the existing subgrade and replacement with select fill is presented in the following table. Select.Fill PVR- • Thickness(feet) (inches) Cl ya 0 4.0 YUf 1 2.6 copy 2 2.0 3 1.5•4 1.2 5 0.8 G&AI Project No. 11-0060 Page 16 JUN - 2 2011 We recommend that lime be blended into the upper 8-inches of the rail spur subgrade at a minimum application rate of 36 pounds per square yard. We recommend that the lime stabilization should be performed in accordance with Harris County Standard Specifications, Item 220, "Lime Stabilized Subgrade", or equivalent. 6.0 CONSTRUCTION OBSERVATIONS By necessity, geotechnical engineering design recommendations are based on a limited amount of information about subsurface conditions. In the analysis, the geotechnical engineer must assume subsurface conditions are similar to those encountered in the borings. Anomalies in subsurface conditions are often revealed during construction. G&AI should be retained to observe earthwork and foundation installation and perform materials evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, final depth of undercut of expansive soils for non-expansive earth fill pads and other such subsurface- related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 GENERAL COMMENTS The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field investigation and on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed,� we should be G&AI Project No. 11-0060 Page 17 CI 11 y Copy fi JL'?a z 2011 Ir. promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. G&AI, Inc. should be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report and such other field observations as might be necessary. This report has been prepared for the exclusive use of the Client and their designated agents for specific application to design of this project. We have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No warranty; expressed or implied, is made or intended. GI Project No. 11-0060 Page 18 - d0 . J N - 22011 I� By: Appendix A - Project Location Diagrams CITY l JUN - 2 2011 COPY 1 b iY �fF t � _ .J - h (rte .\. • • M •�t -R F ;.: . ' • 2Ma ? n" ' - e ~• Mont Belvieu F'` -ti- • yam" }i r _ ., - T: : � _ flAnahuac J still 6a0 c _ y F �S 1 T w4k - c:: -_ wn 1 A y�`9C>rai2 _ • ft'y „ • Pasid tie �. -.. 7x17060 : S as - - y_• Y. a "' -CYPealland t w k c.N'v • • - �F,nenCswootl , Loague City ' - _ a' ;y 6^a D2OilE •T•Oe -fib `a ' ImppyD n Jan 5,2010-Ma,U.2010 2av4'5].e•'n •SVI-424YW ..•M 9. 3- : " Ey•X H32.1i11 Lam* I '-="•,tom p I ai 11 jig p .. % G_ N PROJECT LOCATION DIAGRAM - LOCAL Project No. 11-0060 I ' - y a Port Modal Centre Date - 3/2/2011 0 State Highway 146, La Porte,Texas Appendix B - Boring Location Diagram hIJUN - 2 2011 j v�r -Bo0"B (F"t) Ia01We 1On84We No, (Feel) B02 20 29'4052.2PN 95'1'43.01 W �1 - '- f� lam_ ti � '-+ B-03 20 29'4052.99-N 95'1'4143'W ,d �W a yam :,1 804 20 29'b'5405'N 95'1'43ATVJ v ••��LLI �j B-05 IO 29'40'55.22'N 95-1'44.J1"W E3 4ffi�Y ::@ t 1 ©� , B-06 20 29405529'N 95'141.5919 1 1(�jiQE3 if 3„ J B-02 20 29.4056.46'N 95'4309", /) B-OS 20 29'b'5J.53'N 95']'44 J6"W riiF -T ] /' 8-09 20 29'b'5J.J4'N 95•1•4144"w© 0 /f aao m 29•ao•sa.asN 951429a1N B-I1 20 29'405922'N 95144.8WW 012 20 29'40'5911-N 95'1'4153'W- '415W ,g j-- yyy■ R G�5;yQ1'_u1t ' 013 20 29'41'056'N 95142.94'W el — -�• - '-- f' � 8-14 20 29Y1'122'N 9514495W 2 - -, B15 20 29'tl'1.3PN 951'41.73W B-16 10 29'41'220'N 95'1Y593"W 4 ? , i1.3r1�jj X4 B�}n 8-1] 10 29'4r1.98"N 95']'42]9W - . 8-18 5 29405186N 95.1'46.14 ''u) ; - 1'. s 4 8-19 5 294034.05N 9914580 v, � 4 830 5 294056.60N 9514535 �•�� ' l:ai o 9'bBb5'. 8-21 S 2 'SN 95 3450"9W ® e 1 — 1':'3 8-II 5 29-41'0.69' 95'1.46.64 W 1 8-23 5 29'41'OI8'N 95'1'398216' 0 Note:Boring locations we wvey ere not and alwuN Be — a2W3ei-€-:2 Fir r2 consiaereaa osnale. 0.1' { ,z. mm 3-, �i3 lQ t�' 8j141`j`L.?H' . .' P i BORING LOCATION DIAGRAM Project No. 11-0060 Port Modal Centre Date - 3/2/2011 State Highway 146, La Porte, Texas Appendix C - Boring Logs and Laboratory Results CITY copy j l J N 271 di ' • fl 8815 Solon Bad Associates,Inc. BORING NUMBER B-01 Houston. Solon TX Road.Suite F-5 Houston,n 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146.La Porte,Texas DATE STARTED 3/7/11 COMPLETED 3!7/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING ATTERBERG o. -AUERBERG !c m W X LIMITS W X '�.—�r c9 a:oa MATERIAL DESCRIPTION W� joJ ao `i Z� yw �� -�Z OUP o5 U a >v OZ � OC D_ UV) o. 0 �� C- �0 aFILL-LEAN CLAY(CL)-Brown,with organics. AU13FILL-FATCLAYWITHGRAVEL(CH)-Stiff..gray,with shells,with organics. ST 40 81 25 58 57 FATCLAY(CH)-Stifftovest ,grayandtan,slickensided,with Iron nodules. ST5 35ST8 34 82 24 58 89 Reddish brown and gray below 8 feet. 5 1.8 4 92 32 10 0 3 n' u ui 0 ST 3.0 1.5 1.9 6 90 36 i 15 CITY Copy g Gray and tan at 18 feet. 8 O ST 3.5 1.6 32 20 — Bottom of hole at 20.0 feet. j�,h,I'E', I, IJ'a;7 'r IL('�� JUN-2 2011 IiI oci BORING NUMBER B-02 • QGndona&Auates,Inc. 8815 Solon Road,Suite F-5 • Houston,TX 77064PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.489.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146.La Pone,Texas DATE STARTED 3/7/11 COMPLETED 3!7111 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING NOTES AFTER DRILLING — ATTERBERG r Lu > X Z uc .N t W,e LIMITS Z a0 Wm wo 3z� rc ac m5 '.m r �z v QO MATERIAL DESCRIPTION �.� >O 074 wn > 5 Z b,w —r- U OX �( ug' h ] n Nr H_ o BW U`. t7 2Z U--- mOZ O 0 ob UmNZ W 0 K a Uul a 0 U a S- Z g a LL FAT CLAY(CH)-Stiff to very stiff,gray. Organics in upper 2 feet. ST _ 2.0 1.1 39 ST 2.5 1.3 40 93 25 68 94 Iron nodules below 4 feet. 5 ST 3.0 1.6 31 Slickensided below 6 feet. ST 3.5 1.6 32 84 25 59 96 Reddish brown and gray below 8 feet. ST 4.0 2.0 1.7 4 93 31 10 13 ui ui $ju ST 3.5 1.8 1.5 8 90 33 a 15 CITY COPY Gray and tan at 18 feet. o0y ST 3.5 1.8 34 20 1 ,+. ._ Bottom of hole at 20.0 feet. ^ JUN - 2 2011�i ri Gorr8815 Solon Bad,SeF,lnc. BORING NUMBER B-03 •• ■ Hous Solon R770.Suite F-5 PAGE 1 OF 1 Houston,TX 77064 • Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 148 La Pone Texas DATE STARTED 3/7/11 COMPLETED 3/7/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KSR AT END OF DRILLING — NOTES AFTER DRILLING_- - - - --ATTERBERG t- aY T (OW z gw X LIMITS wr O F W a z 'nom aQ 0 MATERIAL DESCRIPTION M >0 o j Q w >« m z o t x O X p` K� a7 OK mO> Y— �` ac c000 0 ` K 20 ] Jn Vf� ¢¢f Fw U.... C7 Q2 W OZ 00 J NZ w 0 tY 0.0 a 0 0 a g— z 0 a LL FAT CLAY(CH)-Stiff to hard,gray. Organics in upper 2 feet. AU 33 ST 2.5 1.3 38 90 25 65 90 Iron nodules below 4 feet. 5 ST 4.5 1.9 27 Slickensided below 6 feet. ST 4.5 2.3+ 30 90 24 66 97 Reddish brown and gray at Sleet. ST 4.5+ 2.3+ 2.1 4 99 26 10 3 u Iii Gray and tan below 13 feet. a . ST 3.0 1.5 .9 6 87 36 i 15 E$ CITY Spy 3 ST 3.5 1.9 33 Bottom of hole at 20.0 feet. j{) FJUN %L. <L U 4W li I 1 2011 8815 Solon Road,Suite F-5 dona RAssociates,Inc. BORING NUMBER B-04 S �Q Houston.TX 77064 PAGE 1 OF 1 • t Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction.Inc PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION Slate Highway 146,La Porte Texas DATE STARTED 3/7/11 COMPLETED 317/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — ATTERBERG z a X -ATTERBERG N W X LIMITS z v �¢ >. n = aQO MATERIAL DESCRIPTION �� j0z1 ?w oOEM 20zzw m - 0 0aFAT CLAY(CH)-Sti6 to very stiff,gray. Organics in upper 2 feet. AU35• ST35 96 26 71 95 Shells at 4 feet. 5 ST 4.0 2.1 25 Gray and tan at 6 feet. Iron nodules below 6 feet. ST 3.0 2.0 31 85 23 62 97 Tan and reddish brown below 8 feet. Slickensided below 8 feet. ST 4.5 2.3 1.6 4 94 31 10 R 3 w w 0 . ST 3.0 1.5 .7 6 86 37 15 E$ 3 Tan at 18 feet. ° II- __ 3.5 1.9 34 20 Bottom of hole at 20.0 feet. I,I _ 2011 I! l 41\ If 881fl 5 Solon &ad,Suite F-5 BORING NUMBER B-05 8815 Solon Road,Suite F-5 Houston,TX 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/7/11 COMPLETED 3/7/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING_- - - ATTERBERG H _U }o>_ X -ATTERBERG COLD '» w LIMITSwoVa MATERIALDESCRIPTION a2 0a . um oN n NF ?(7 1iZ Wo Um OZO ° ZWtzD ur a o L) aFAT CLAY(CH)-Stif to very stiff,gray,withiron nodules. Organics in upper 2 feet. : 1ST" 3 38ST4 36 98 25 73 93 Gray and tan below 4 feet. Slickensided below4 feet. Calcareous nodules from 4 to 8 feet. 5 ST5 33ST5 31 80 24 58 94 Reddish brown and gray at8feet.a ST .8 1.0 4 95 31a z a . 36q . Gray and tan below 13 feet. O . ST .8 1.0 6 86 36 i 15 CITY Copy p ST a 20 li 9 II Bottom of hole at 20.0 feel I Gorrondona&Associates,Inc. BORING NUMBER B-06 8815 Solon Road,Suite F-5 Houston,TX 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction.Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146.La Porte Texas DATE STARTED 317111 COMPLETED 317111 . GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUNDWATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — ATTERBERG H }a) X -A'Il'ERBERG ry w ae LIMITS w a E a MATERIAL DESCRIPTION w m w 0 O Z M a. ec m z� r..z oW` a7 O �o> EO cN ] n ww J~c� sz wv mL) 05 0 �0 05iNiw a I On a s u 0. aFAT CLAY(CH)•Stiff to hard,gray,with iron nodules. Organics in upper 2 feet. 4 — 26 • ST 33 7523ST 25Grayandtanbelow6feel. ST 25 85 21 64 95 a ST 3.7 4 '100 25 T 10 Ui fr' Reddish brown and gray at 13 feet. Slickensided below 13 feet. Ui ST 3.0 1.7 1.5 6 94 34 15 8 CITY Tan at l8 feet. Copy 0 ST 3.0 1.8 35 Bottom of hole at 20.0 feet. L — " s' JUN - 2 2011 • 8815 Solon BORING NUMBER B-09 • 8815 Solon Road.Suite F-5 PAGE 1 OF 1 • Houston,TX 77064 • FO Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction.Inc PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/7/11 COMPLETED 3/7/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING— NOTES AFTER DRILLING ATTERBERG jT a a4 Z we was LIMITS w cow a Z 'a a= QQ O MATERIAL DESCRIPTION w m w a Z F- >`N m≤ B t u F Z o Tm� O— Ov (9 QZ O� mO? Ovx0 FAT CLAY(CH)-Stiff to very stiff,tan. ST 2.0 1.3 37 ST 2.0 1.3 28 80 23 56 89 Gray and dark brown at 4 feet. Organics at 4 feet. 5 44 ST 2.0. 1.3 28 • ST 2.0 1.3 33 72 22 50 92 Reddish brown and gray at 8 feet. Slickensided below 8 feet. a ST 2.0 1.3 .8 4 83 37 S 10 Gray and tan with iron nodules below 13 feet. Ui �? ST 2.5 1.5 1.4 6 90 32 15 CITY Copy ° ST 3.5 2.0 21 Bottom of hole at 20.0 feet. fn; JUN ` 2 1011 `v. 8815 Solon Bad SruiteF.lnc. BORING NUMBER B-07 ••• ■ Houston,Solon Road,Suite F-5 PAGE 1 OF 1 na 77064 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction:Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION Slate Highway 146,La Porte,Texas DATE STARTED 3/7/11 COMPLETED 317/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose ' CHECKED BY KBR - AT END OF DRILLING — NOTES AFTER DRILLING — ATTERBERG r w LIMITS w a M 9c ap MATERIAL DESCRIPTION m wm OZ� ~C> Y >a d^ Cm W mOZ O O os L) z f� j gj mz w < 1 a UN 0- S a LL FAT CLAY(CH)-Stiff to hard,gray. Shells to 2 feet. AU 28 ST 4.25 2.1 26 81 20 62 96 Iron nodules below 4 feet. Gray and tan below 6 feel. ST 4.5+ 2.3+ 24 70 22 48 96 ST 4.5+ 2.3+ 3.7 4 99 25 10 R Slickensided below 13 feel. w Ru ST 3.0 1.5 1.2 6 86 36 43 15 CITY COPY Tan at 18 feel. ST 3.0 1.8 35 20 III ^ilk 1J : Bottom of hole at 20.0 feet. '.v 'i JUN - 2 2011 8815flGor Solon Road. SdaeeF.lnc. BORING NUMBER B-08 • Solon Road.Suite F-5 - Houston,TX 77064 PAGE I OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/7/11 COMPLETED 3/7/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING - - - ATTERBERG a X -ATFERBERG ei C � WyeLIMITSWU aY fnW 2N a6 )yQ.OW ZJ o,€ E m �C 7~ Z w=. O MATERIALDESCRIPTION a o� O]; v a� cN ja NF ?FUW Oem° os 0d 'z �o ° 5 ti°zw6 N UN a ° U J aaFAT CLAY(CH)-Stiff to hard,gray. With shellsto 2 feet. AU29ST 31 92 19 72 93 Iron nodules below4 feet. ST 25Calcareous nodules at 8 feet. ST 25 77 22 55 97 Slickensided below 8 feet. Tan and reddishbrown at 8 feet. ST 1.9 4 97 27Tan and gray at 13 feet. ST 1.2 6 88 36aCOTY COPY Reddish brown and gray at 18 feet. 8 0 _____________IlST 35 a 20 I: ���L Bottom of hole at 20.0 feet. / -iiI IIr( JUN - 22011 ll1J Gorrondona&Associates.Inc. BORING NUMBER B-I0 8815 Solon Road,Suite F-5 • IQ Houston,TX 77064 PAGE 1 OF 1 a` Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Pone.Texas DATE STARTED 3/8/11 COMPLETED 317111 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: - DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING_- - - _____________________________ -ATFERBERG r a ax i c •� t w�e LIMITS W _ �w ¢^ r� n Z �� f �r w= °-o MATERIAL DESCRIPTION �� j° • O j C w 9 >� o � � z a � U V: ° ¢Qi, W� noz o` ` a5 � d �� o a- g Ni wv D N K 0. 00 0. O U d Z n. LL FAT CLAY(CH)-Stilf to very stiff,gray and tan, with iron nodules. • ST 2.5 1.4 30 • ST 2.75 1.6 27 -5-ST 2.0 1.3 29 74 19 55 95 Slickensided below 6 feet. ST 3.0 1.8 29 a ST 3.5 1.8 1.0 4 95 30 10 1r d UI u ST 2.5 1.4 .8 6 E .E 0 15 CiTy Copy O . IIEI _ ___ 3.0 1.5 30`.. -�, z6 Bottom of hole at 20.0 feel K JUN _ 2 2011 II) Fv. L r 8815• fl SolondonaRAssociates,Inc. BORING NUMBER B-Il Houston. Houston,, R770.Suite F-5 T TX 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146.La Porte.Texas DATE STARTED 318111 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING - -AflERBERG ATTERBERG l— U Q. X m . � m n w X LIMITS w aC' d� Wm WO 3z� Hr car ~ �zw`• �O MATERIALDESCRIPTION -� >O O0¢ = n c S z� yw � 'n U 0o g-O O mO> G h O.r F- O Fm ` Oz 0s () ¢ 0O ° gran2U Vl a O UJZ 0 FATCLAY(CH)-Stiftoverystiff.gray. ST 29ST 31 74 19 55 87 Gray and tan below 4 feet. Iron nodules below4 feet. Slickenslded below 4 feet. 6 26 • ST 8 29 75 20 55 94 Reddish brown at8 feet. ST 3 2.0 4 98 27 10 N J Gray and tan at 13 feet. z ST 3.0 1.8 1.2 6 67 36 15 rc S . - I . S Tan at 18 feet. ° ST 3.5 2.0 33- --� 20 4 I�IL CI=� r_lJ Bottom of hole at 20.0 feet. JUN - 2 2011 Ry • Gorrondona&Associates,Inc. BORING NUMBER B-12 • 8815 Solon Road,Suite F-5 - . Houston,TX 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION Slate Highway 146,La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — ATTERBERG H Ui -A1TERBERG cN r wee LIMITS w = 2 ~W R^ NJ N.... � nf ��^ a O wmwz� c T= c o �zW= O MATERIAL DESCRIPTION .j >0 ODa � as cS z� yw �r-] OK > `. c rt 7-.. JC� Z W , mU o5 O P K �O 7 w ON a O Ua. 5z 0 FILL-LEAN CLAY(CL)-Very stiff,brown and gray,with shells,with organics. ST 5 23FATCLAY(CH)-Stifftoverystiff,gray.withiron nodules. ST 3 26 61 14 47 91 Gray and tan below 4 feel. Slickensided below 'ST 6 26ST 8 30 72 19 53 94 Reddish brown and gray below 8 feel. ST 9 1.3 4 92 32zN3urcu ST .9 1.4 6 91 35 15 CITY Copy' • Gray and tan at 18 feet. ST 3.5 2.0 34 20 I1'i�-C 1 �i Bottom of hole at 20.0 feet. ' 4 IL) JUN - 22011 8815 Sdona&Associates.Inc. BORING NUMBER B-13 FGFax: Solon Road,SuiteF-5 PAGE 1 OF 1 Houston.TX 77064Telephone: 281.469.3347 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING_- - - ATTERBERG I- a> at —ATrERBERG N t w X LIITS w?- > Sa= o.0 MATERIALDESCRIPTION w w 1° i u ?z o. d YV OZ O � t~/12w0N a s f0 J a a a FAT CLAY(CH)-Stiff to very stiff,gray,with iron nodules. ST 2.5 1.4 26 ST 3.0 1.8 27 Gray and tan at 4 feet. 5l! - - - - - - - ST 3.0 1.8 27 52 18 34 93 Reddish brown and gray below 6 feet. Calcareous nodules at 6 feet. ST 4.0 2.0 27 Slickensided below 8 feet. ST 3.5 2.1 1.2 4 94 30 10 c Gray and tan at 13 feet. U' ST 3.5 2.0 1.0 6 89 34 223SS 15 0 gE tl Reddish brown and tan at 18 feet. O ST __ 3.5 1.9 34' f i-(._) p 20 Il11 - Bottom of hole at 20.0 feet. �� JUN - 2 2011 li BY. IJ • tJ 8815Sdona Road.Suite BORING NUMBER B-14 8815 Solon Road.Suite F-5 Houston,TX 81.46 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING. — ATTERBERG a se —ATTERBERG .y W aeLIMITSWYn �" I- = o. MATERIALDESCRIPTION wmom i u Fz O ovOJ �Z 0� m Yn O2 Ooer N� 0Neewo: mog zut 0N0 O U J a a- Z FAT CLAY(CH)-Stiff to very stiff,gray and tan, with iron nodules. ST 2.0 1.3 31 ST 2.25 1.4 28 5 ST 2.0 1.3 29. 78 17 60 93 ST 3.0 1.8 28 Reddish brown and gray below 8 feet. Calcareous nodules at 8 feet. a ST 4.0 1.9 1.2 4 99 28 S 10 z 6 L . G UI 0 . ST 4.5 2.1 1.4 6 97 28 1 1L 2 g . {/CITY 0 `s 0 B H ST 3.5 1.8 35 T' O 20 i1 Bottom of hole at 20.0 feet. :r11UN — , BY: 8815 Solon dona&Associates,Inc. BORING NUMBER B-15• 8815 Road,Suite F-5 Houston.TX 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — w _ ATTERBERG o. is •�, was LIMITS w =O �w ¢0 3 a z « � ca o � o- QK O MATERIAL DESCRIPTION w m w 0 O DC w a >N d 5 � E Z u r Z o O" Ov U' J 2Z O� m OUZ U` �v OS U N > 6 OZ O N� NZ Wx fa/) C ... a Um C o �O J 4 Z 0 a- LL FAT CLAY(CH)-Stiff to very stiff,gray. ST 2.5 1.5 23 ST 2.5 1.5 29 73 18 55 94 Gray and tan below 4 feet. Iron nodules below 4 feet. 5 ST 3.5 1.9 25 ST 3.5 1.9 26 78 16 63 95 Slickensided below 8 feel. a • - ST 4.0 2.0 1.1 4 98 28 5 10 z 5 L! Iii tu tu 0 . ST 3.0 1.5 1.4 6 88 36 2 15 8g 6 I.. { CITgyYX 00 . V® t] 8 IIEI _ 4.5 2.1 28 z 20 hug Bottom of hole at 20.0 feel. -"- • • 't JUN - 22011 S. 8815 Solon Bad eF,l"`. BORING NUMBER B-16 • ` Houston.Solon Road,Suite F-5 na 77064 PAGE 1 OF I Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development 8 Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING - - - ATTERBERG a K -ATTERBERG c �, t wXLIMITS w.g� rnn SaOwm wo �i E m tc DO MATERIALDESCRIPTION >O wm � q zg �w o t1 J O� nc oN ] n to os Om ¢ �O g iwN K0ul a 0 L) , 0- dz FAT CLAY(CH)-Stiff,gray. With shells to 2 feet. ST19ST 31 Gray and tan with iron nodules below 4 feet. 5 ST 2.5 1.4 _ 28 66 16 50 93 ST 2.5 1.5 30 Calcareous nodules at 8 feet. ST 3.0 2.0 1.4 4 96 28 10 Bottom of hole at 10.0 feet. 0 s 8 Ui U p. 8 CITY O copy jJUN - 2 2011 L flroa815SnRoad. BORING NUMBER B-17 ondona&Aodates.Inc. 815 Solon Road.Suite F-5 ouston.TX 77064PAGE 1 OF 1 elephone: 281.469.3347 ax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: . DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — Iii , ATTERBERG > Z c .N was LIMITS w ... °- wm w0 3Z� t-c Qc yt m c 7z U Fz Z aO MATERIAL DESCRIPTION >0 O>< w > m 5 Z n ~w a? K� o-J O . mo> Y... �.... nc ] N- O QZ w 0 0 O Ee tjy 0 � K f0 o � w V) K a a 0 L) d p LL FAT CLAY(CH)-Stiff to hard,gray,with iron nodules. ' ' 0ST 2.5 1.5 25 ST 2.5 1.8 25 68 16 52 94 Slickensided below 4 feet. 5 ST 4.5+ 2.3+ 4.1 2 105 22 Gray and tan at 6 feet.• 0 ST 3.0 1.9 27 76 17 58 93 Reddish brown and gray at 8 feet. ST 3.5 1.8 1.2 4 100 28 10 Bottom of hole at 10.0 feet. 3 'Li w w cm' 3 ®? H 8 rim ! Gorrondona&Associates,Inc. BORING NUMBER B-18 FBI 8815 Solon Road,Suite F-5 PAGE 1 OF 1Houston,TX 77064Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/8111 COMPLETED 318/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING - - - ATTERBERG r- g. z gc � was LIMITS W zo 3�� a z »- �g ¢F ti a 0 MATERIAL DESCRIPTION w m a O z� �-c > m`- 'E E z u �z O U X � dj � ��j Y� �... n� cH ] n rnw �� Nt= Uw U... az W m02 o 0 o L) M0 5 Nz w 0 t/f ¢ a U`� a 0 U J 0- a— FAT CLAY(CH)-Stiff,gray. With shells and organics in upper 2 feet. ST 27 ST 2.5 1.3 39 90 22 68 87 ST 2.5 1.3 38 Bottom of hole at 5.0 feet. z 3 u 'Si uy O S E CITY cop 0 r CC's=tip q�z n JUN - 2 2011 + 8815 • SdonaRad.Suates,Inc. BORING NUMBER B-19 Solon Road.Suite F-5 Houston.TX 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Hiahway146,La Pone,Texas DATE STARTED 318/11 COMPLETED 318/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING - - - w ATTERBERG f Ta> X i m e .N w X LIMITS W f S2 1-W C� 3fJ a z .N �� f ≥� a O MATERIAL DESCRIPTION w m w O O z N > m S m DI °. z O O xx p- O �z w OZ OVO E O m �zO a gj u)Z w vrn o. 00 a LL FAT CLAY(CH)-Stiff to very stiff,gray. ST 2.0 1.3 34 ST 2.0 1.1 35 Gray and tan with iron nodules at 4 feel. ST 3.5 1.8 31 Bottom of hole at 5.0 feet. Ir 13 w ui 0 gx8 V DTY 0 copy n,c'1 rrr its q�- JUN - 22011 ; BY'-,- Gorr8815 Solon Road,Suite F-5 PAGE 1 OF 1 Houston,TX 77064 Telephone: 281.46.46 9.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc PROJECT NAME Port Modal Centre PROJECT NUMBER 11-O060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING_- - ATTERBERG F a < Z me ^, was LIMITS w .-. t9 �w zo a i 'N� ca aF = aaO MATERIAL DESCRIPTION wm w0 OZ-�DC w y jc d5 m z u ~Z o O" O �J 0i OU- mCDZ Ue OS E � � On OZ 05 ul� Hp L) F o. U w Y rh K a O0 a g: �O �� " NZ w 0 O U a a U FAT CLAY(CH)-Stif,gray. With organics in upper 2 feet. ST 2.0 1.3 34 ST 2.0 1.3 32 84 20 64 82 ST 2.0 1.3 32 Bottom of hole at 5.0 feet. 3 w U I E o 3 V �T I! copy0 I , JUN - 2 2011 f ,r , ' D Gorrondona&Associates,Inc. BORING NUMBER B-21 Hou o n, R770.Suite F-5 T Houston,TX 77064 PAGE 1 OF 1 Telephone: 281.469.3347 Fax: 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146 La Pone Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION' HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — ATTERBERG r ow, X i w ye LIMITS w �w zo w� z 'H= crng S �r QmQ MATERIAL DESCRIPTION w m w O O 2 h j h d L ! ! C 1-Z O_ t? 5 XX O' K� a O� mO> �.r tY`� nc o '^ 7 n mw O r- fW Ux L7 �Z W UZ 0 O 0 UN Y O Z o O g m 0 vai a a Uul a o f0 7 0- a LL FAT CLAY(CH)-Stiff to very stiff,gray. With organics in upper 2 feet. ST 2.0 1.3 30 ST 2.5 1.9 26 Iron nodules at 4 feet. ST 4.0 2.0 23 I ____ Bottom of hole at 5.0 feet. a IC 13 B cU ui U 8 OTY COPY 0 JUN - 2 2011 ,1 815 Solon Bad Suits F,ing. BORING NUMBER B-22 Houston,Solon Road,Suite F-5 PAGE 1 OF 1 TX 77064 Folax: elephone: 281.469.3347 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146.La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — _ ATTERBERG a X —ATTERBERG w K LIITSW }a wmwa �za=, QO MATERIALDESCRIPTION aj O �- yw jr - r� SiO Z WO F OO J N2 w N C a UV! a 0 L) a g- Z 0 a U- 73 FAT CLAY(CH)-Stiff,gray.with iron nodules. ST 2.0 1.3 30 • ST 2.0 1.3 30 70 17 53 88 ST 3.0 1.6 26 Bottom of hole at 5.0 feet. a i N D 'u 'Si w 8 g c lv 0 COPY lll� �� JUN - 2 2011 BY: 'J GorrondonaaAssociates,Inc. BORING NUMBER B-23 Hou Solon Road,Suite F-5 Houston, 77064 PAGE 1 OF 1 FG] Fax: Telephone: 281.469.3347 281.469.3594 CLIENT Clay Development&Construction,Inc. PROJECT NAME Port Modal Centre PROJECT NUMBER 11-0060 PROJECT LOCATION State Highway 146,La Porte,Texas DATE STARTED 3/8/11 COMPLETED 3/8/11 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Van and Sons GROUND WATER LEVELS: DRILLING METHOD Auger AT TIME OF DRILLING Not encountered LOGGED BY Jose CHECKED BY KBR AT END OF DRILLING — NOTES AFTER DRILLING — ATTERBERG x a> X aw --ATTERBERG On 5 ¢X LIMITS w dC a� 32J C �c �Z UO MATERIALDESCRIPTION � >0 O ¢ c , zg hw of - U O4pO-D O m0> en 7-. ] y- U`. C7 NZ 0 OZ Uw O fO �jajW o` g0 FILL-FAT CLAY WITH GRAVEL(CH)-Stiff. gray,with shells. ST 28FATCLAY(CH)-Stiff,grayandtan,withironnodules. ST 35 94 21 73 93 ST 30 Bottom of hole at 5.0 feet. I In 3 Li Li Li 8 /►c%TY c 0 o?1 JUN 2 2011 11 Appendix D - Geologic Atlas and Formation Description JUN - 22011 11 % } 44t+ \ t Lak çi ft:^ .:.:::. r t? art t Wht ��,. ti. ® •. .. U. tidjf : � .: \ Mme,. f$..`:�- 2, Scott r ..C X t•., '�i• • ;/:,;;.': y1 .� 2 1♦11' 111 -..7 . ?�Kl..,. . 'Z4'''Y fCr t' (: / •y- ;;� •i:. M,: ^Y eU buy a QGtl b url? Li '' Qb _ ^: r� ::::z_::St{2} t.; `• '� Is�andCdd Shelf Peril , �• 351-�•� ......:...: _ r.;;e:::� e TsS _ =:i='j.: .�. 11.•'°: .r:;:::` i -'. • Hops � ' ' �•::. ikinson fsfand�h : Gedar POiot . F d r.. ( ;•�+.1. 'F:}`.i:� i.'., ;.:: -,.4 4 it Field t :CPt2 „•�G•. .;.,•. :. _•;•. r :[•::: •:>t:•. .. ' ''•Al`�':Ji Sylvan Beach tower,' h pil �. ,! • . .. ed Blutf J�: '•f . t ' 1 Jardin Delk4lar .' ;GALVE, O1� BAI i .�,ry� structions (wells and pipelines) t bt od i(e R nth°:� r ••.3:, .•2'x:;3 (ti ( r � ) h 1B• o� _.°N : �ppp• •t O' field :.'G z, ;L 5 K Site Location i::•. y ::::;;:::,.�+- c . 0 1.25 2.5 5 Miles 11 -0060 Geologic Atlas of Texas •-- Mineral Resources On-Line Spatial Data Mineral Resources > Online Spatial Data > Geology > by state > Texas geologic map data Beaumont Formation, areas predominantly clay State Texas Original Qbc map label Name Beaumont Formation, areas predominantly clay Age Phanerozoic I Cenozoic I Quaternary I Pleistocene-Late Description Beaumont Formation, areas predominantly clay Comment On McAllen-Brownsville Sheet (1976) dominantly clay and mud of low permeability. (from Moore and Wermund, 1993a, 1993b): Light- to dark-gray and bluish- to greenish-gray clay and silt, intermixed and interbedded; contains beds and lenses of fine sand, decayed organic matter, and many buried organic-rich, oxidized soil(?) zones that contain calcareous and ferruginous nodules. Very It. gray to v. It. yell-gray sediment cemented by calcium carbonate present in varied forms, veins, laminar zones, burrows, root casts, nodules. Locally, small gypsum crystals present. Includes plastic and compressible clay and mud deposited in flood basins, coastal lakes, and former stream channels on a deltaic plain. Disconformably overlies Lissie Fm. Thickness 5- 10 m along north edge of outcrop; thickens southward in subsurface to more than 100 m. Map Bureau of Economic Geology, 1992, Geologic Map of Texas: reference University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Primary clay or mud rock type Secondary silt CITY rock type COPY Unit Bureau of Economic Geology, 1975, Corpus Christi Sheet, references Geologic Atlas of Texas, Bureau of Economic Geology, ��ee ��LsI2_J Jn= r JUN - 2 2011 '1 University of Texas at Austin, scale 1:250,000,. Moore, D.W. and Wermund, E.G., Jr., 1993a, Quaternary geologic map of the Austin 4 x 6 degree quadrangle, United States: U.S. Geological Survey Miscellaneous Investigations Series Map I-1420 (NH-14), scale 1: 1,000,000. Bureau of Economic Geology, 1976, McAllen-Brownsville Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1975, Beeville-Bay City Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,00O. Bureau of Economic Geology, 1982, Houston Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Aransas - Austin - Bee - Brazoria - Calhoun - Cameron - Chambers - Geographic Colorado - Fort Bend - Galveston - Hardin - Harris - Hidalgo - Jackson - Jasper - Jefferson - Jim Wells - Kenedy - Kleberg - Liberty - Live Oak - occurrence Matagorda - Newton - Nueces - Orange - Refugio - San Patricio - Victoria - Waller - Wharton - Willacy U.S. Department of the Interior I U.S. Geological Survey URL: http://tin.er.usgs.gov/geology/state/sgmc-unit.php?unit=TXQbc;0 Page Contact Information: pschweitzer@usgs.gov Page Last modified: 14:21 on 01-Mar-2011 COTY C® Pv JUN - 2 2011 r - v Appendix E - Unified Soil Classification System EFY COPYfl JUN - 2 2011 By: i;. UNIFIED SOIL CLASSIFICATION SYSTEM UNFIED SOL CLASSIFICATION AND SYMBOL CHART LABORATORY CLASSFICATON CRRERIA COA S&dafte1ED as (torte fat SOIL of nasral s Iegm ttm He.200 dose em) Ctem Qwes 4t nor Sx Eva1 D D "•: G Y Wtlsgadal gaudy gsdamd _, -y r ite 3 GM>,TTis s• nassos,Cearne tore Dw Dwe Dm Mao ttm SO% Gp PbosYgaded gaedy gova"md d®m rtiraem,edsarna bm GP Nd madrvg dlyffifmre>)rivndb Or Gri teal L,ryer Aa+dpat frm pba fay 12%Inno fan Nca sew s¢a am 9Y gaudy QwAaetldlmialas GY A cqq hub ttder fnea P.1.in*1314 Abve 71 ten vr3t Pl aabmv Laid? wflnms GC oyga'+d+.¢w'daard.s'ay � P Abdeglmb� '7 il apg woof dad ryUs mS f Ctmt Srds a ton 5%fro ..< Dp YEegafei aa ,gawf-amd; 5r' grsmfava;Ce: D]0 eearamtarrf0 SACS ICb amf(1m 01V D10 pw rpm SO%er ores yp Peaty gated wit.q.anfysmith, daaw Pab ar na evm SD Ne maailg ffi 7o.ra0rrmrab for 4lV /oCm some `•SSw4t.Ines Na,tnr,Q1fan tan Mc.4 sew cn Sa gl7 ands.arc3dtmbuas Sit AAeCny bab debr% Ikeao `sag Ndndcd=m thaw P.J.ba tm a sit.PL a aid?am d QateYands•artd•eaYrmysa sc Axdag Imb abwe'A• " mod b1✓°°o asa ft..at geaa nm7 PN5GRANED SOtS (0M1 amva efnobelb rarlartvm llo.'Cp sine sic) Oseemrr tacamapadtdampdd3aaglatwaeasw.0rpe+mq w Os,aeraga d Etas(sYaart astSw ava+Nc S)abw aml. bo,rio db aid Lnarda,rode enaegaMedtm ae cbaaba away SLTa YL tat,thy of rbyoy ha onba Ga w tms ow.sos[rs......_._._..............._.cm ap.SrCST Oft alt ddM ptg'i Ia.an 12 Pocw........ _...._CM. SM.SC MC CLAYS to ric rbpdbrbmakm so t forces._........._.._lost.ore a e+:a gsrga. ob Lggid i.ia Co. =%q.ty day.,study day.. thyday,jenday. PLASTIOTY CHART a.SOIL Oysia db mdepmic drY da/ad b asfdY Ioqp*cda.niCmmor p� at. Ntl yc�ataha vrtf or tab, s a M�t b A,M&, AID 6 CLAYS b ria cb d i -30 L`N y. p Hd'Prfficf%b1 CL W Lbw; �p } xl a y�r wia dmadvm b ' w al a a to pmcdb ( i° said NGNLY tl °0 w 20 30 r0 00 40 m a0 to Im oaakleG PT PPimdahwho'tya a*sots soLs y Ldal®talrt 0.y Isl TERMS DESCRIBING SOIL CONSISTENCY Fur Grsfn.d Sods Cause&rained Sofas Penetrometer Penalradon Resfstroe Deesgfodon Reading(tsn Qbwsm oes.,.;s4ljui Relate Density Son OA m 1.0 O to 4 Very Loose O 1020% Firm 1.0 m 1.5 4 to 10 Loose 20 to 40% Stiff 1.5 to 3.0 10 to 30 MecOwn Dense 40 to 70% Very Sti.T 3.0 to 4.5 30 to 50 Dense 70 to q0% Hard 4.5+ Over 50 Very Dense 90 to 100% JUN - 2 2011