Loading...
HomeMy WebLinkAbout1200 S. HWY 146 #100_14-0137___________PREPARED 2/20/14. 15:27:57 INSPECTION TICKET PAGE 10 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 2/21/14 ________________________________________________________________________________________________ ADDRESS 1200 S HWY 146 100 SUBDIV: LA PORTE CONTRACTOR K. AUSTIN & ASSOCIATES LP PHONE (713) 643-6577 OWNER COMMERCIAL LAPORTE LTD PHONE . PARCEL 024-200-034-0001 APPL NUMBER: 14-00000137 REMODEL, COMMERCIAL ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SO COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ CVUP O1 2/12/14 MR BLDG. FRAMING - COVER UP TIME: O8:00 2/12/14 AP Mark Arroyos v/ KAustin 713-906-9501 FRAME COVER INSP PASSED PER MARIO RAMOS. B LFI O1 2/21/19 DM O FINAL, BUILDING TIME: 08:00� uBIIB 1�/// ✓ C�_/�D-YD � j],� Mark Ar ro y Oe /'{'�� 713-906-9571 _________________________________________________________________-------____________ PERMIT: EL 00 ELECTRICAL PERMIT SUB: MR. ELECTRIC OF BAY AREA (713)470-177O REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ ELEC O1 2/12/14 MR ELEC, COVER UP - SINGLE TRADE TIME: 08:00 2/12/14 AP Valorie Whitlow 713-477-1700 ELEC COVER - SINGLE TRADE INSP PASSED PER MARIO RAMOS. ELFI O1 2/21/14 ON FINAL, ELECTRICAL TIME: 08:00 Mark 71(3--906-95/7''1 ��..//���' ______________________________________ COMMENTS AND NOTES -------------------------------------- pm PREPARED 2/12/14, 7:41:04 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 2/12/14 _______________________________________________________________________________________________ ADDRESS 1200 S HWY 146 US SUBDIV: LA PORTE CONTRACTOR K. AUSTIN 6 ASSOCIATES LP PHONE (713) 643-65]] OWNER COMMERCIAL LAPORTE LTD PHONE . PARCEL 0 2 4 - 2 0 0 - 0 3 4 - 0 0 0 1 APPL NUMBER: 14-00000137 REMODEL, COMMERCIAL _ ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ______________________ ----- _--- .--- ___----- ______----- _----- __----__-_--______--___--- CVUP O1 2/12/14 D BLDG, FRAMING - COVER UP TIME: 08:00 Mark Arroyos v/ KAueCin ---------- �_ ]13-906-95]1 tis d ------------------------------------------------------------------------------------------------ PERMIT: EL 00 ELECTRICAL PERMIT SUB: MR. ELECTRIC OF BAY AREA (713)477-1770 REQUESTED INSP DESCRIPTION TYP/SO COMPLETED RESULT RESULTS/COMMENTS ---- _______ ------- ____________---- __----- ______------ _----- ___----- ___________________________ ELEC O1 2/12/14 DM/) ELEC. COVER UP SINGLE TRADE TIME: 08:00 ---------- ----- Velorie Whi[lov / 713-977-1770 /1J 5 ice• `_4S2op ______________________________________ COMMENTS AND NOTES -------------------------------------- 1 I COMMERCIAL W & S WORK ORDERS-` DATE NEW ON ADDRESS I a S # (� LEGAL DESCRIPTION LkS 3Z -A WN L. OWNER —LW .\ Pork LTA PH# ��_-&4S-C11S�� CONTRACTOR K f1J j o PH9 29 \. S y m -S4 m DATE ADDRESS REQUEST (COPY REC/D FROM ENGR.) X I -3► -14 2-y-�y 2- 4-I 4 WATER FRONT FI. FEES SEWER FRONT FI FEES WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEE ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT MECHANICAL PERMIT S;kCPSn�cRupuaoo \COWtIERCIALINSP SEME•r.aoc ZONING CLASSIFICATION FLOOD ZONE (PER ENGINEERING) BLDG. PLANS SUBMTTTED UTILITY EXT. AGRMT REC'D Y OR N BLDG. PERMIT RELEASED FOR ISSUANCE PERMIT # FEES PAID 0-) 1- l 132_ Sm Co Uc . 25 0 a FAXED: T POLE CONST ELEV CERT recv'd (if in AEIVE zone) FORM SURVEY (if applicable) GROUND PLUMBING PIERS SLABIFOUNDATION WATER SERVICE LINE SEWER ELEC UNDERGROUND (if applicable) C"ek COVER-UP ry-& LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS FINAL DRAINAGEIGRADING 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 sprinklers, etc.) -INAL City of La Porte `-- 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** Application Number . . . . . 14-00000137 Date 2/11/14 Property Address . . . . . . 1200 S HWY 146 UB < \Q) 0 HCAD Number: 024-200-034-0001 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM _ GENERAL ---------------------------------------------------------------------------- Type of Work REMODEL OFFICE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COMMERCIAL LAPORTE LTD K. AUSTIN & ASSOCIATES LP 5606 CAVANAUGH ST HOUSTON TX 770213802 HUMBLE TX 773.25 (713) 643-6577 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELEC FOR REMODEL Permit pin number 452722 Sub Contractor MR. ELECTRIC OF BAY AREA Permit Fee . . . . 20.00 Issue Date . . . . 2/11/14 Valuation . . . . 0 Expiration Date 8/10/14 Qty Unit Charge Per Extension BASE FEE 17.00 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 ---------------------------------------------------------------------------- Special Notes and Comments February 5, 2014 9:23:15 AM LAPOKYC. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 3. THIS PERMIT FOR MINOR INTERIOR OFFICE REMODEL_SUITE #100 ONLY. 4. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. S. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 6. APPROVED SUBJECT TO ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED .. 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 . . . . . 14-00000137 Date 2/11/14 ---------------------------------------------------------------------------- Special Notes and Comments 2/4/14. 7. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 11. BUILDING WILL REQUIRE A FINAL INSPECTION BY THE FIRE MARSHALS OFFICE AND INSPECTIONS DIVISION PRIOR TO MOVING ANY FURNITURE, TENANTS, AND/OR PERSONNEL INTO THE BUILDING. ---------------------------------------------------------------------- ee summary Charged Paid Credited Due ---------------- ------------------------------ ---------- Permit Fee Total 20.00 20.00 .00 .00 3rand Total 20.00 20.00 .00 .00 flu z s goo _____________ �'�--- - - -------------------- -- Signature of Con ractor or Authorized Age Da^�tett -- --- — -- --"= 1 — \ Approved by Building Official or A i ed Agent Date City of La Porte 604 W. Fairmont Pkwy. La Porte, TX 77571 1. PROJECT INFORMATION: PROJECTADDRESS DESCRIBE WORK: _I STAND ALONE PERMIT?: Planning & Development Department Phone: 281.470.5073 Fax: 281.470.5005 ELECTRICAL PERMIT APPLICATION www.laportetx.gov DATE OF SUBMITTAL: '�§t—/I-a©/y YES I(O NO (PROVIDE BUILDING PERMIT PERMIT ISSUE FEE FEE $7.50 QUANTITY 1 TOTALITEM Outlets, Fixtures, Lights & Switches (First Five = Flat Fee) $3.00 F�. Outlets, Fixtures, Lights & Switches (Additional over First Five) $0.60/Ea. Washing Machine/ Dryer $2.00/Ea. Range Receptacle $3.00/Ea. Cook Top / Oven $1.50/Ea. A/C, Window Unit Receptacle $3.00/Ea. Water Heater $3.75/Ea. Dishwasher/Garbage Disposal $1.50/Ea. Meter Loop & Service (includes temp. cut -in) $15.00/Ea. "Temporary Saw Pole (T-Pole) $15.00/Ea. Reconnection of Service $15.00/Ea. Electric Welder $2.00/Ea. Motor (less than 1/2 hp) $1.50/Ea. Motor (1/2 hp to less than 10 hp) $2.50/Ea. Motor (10 hp to less than 50 hp) $3.50/Ea. Motor (50 hp and above) $4.50/Ea. 2. PROPERTY OWNER CONTACT INFORMATION: OWNER'S NAME: (4�T rm rM.?J- G�/a.( Lg QQ/+ LI 0 PHONE: MAILING ADDRESS: %i-to(2n.0 U,I kaiA C `n--.d I [An U 5'11cr 3. CONTRACTOR/AGENT: 0 -HOMEOWNER IS CONTRACTOR AGENT/ CONTRACTOR COMPANY: /_I lr ElQG'f-✓SIG f)+ AcLL qJ�texgrA_- PHONE 1: �(�-LI�7 -I�'7 C) PHONE2: Q=�Cl -s--W .oZFit-1:7 E-MAIL: k r,n C / 1 h M AFL r e [ I° ctr tr a'�irnFAX (�3 1-2 2�4a MAILINGADDRESS: 1.3 I R C•oa jy` !Stj' -Pet �Li.('(i' l C'Il 0.ee_r (OCCdLI i !4 % i 53 CONTACTPERSON'S NAME: C` r-I n w:Ii PHONE: :11.3 -I-( -n - I-27 C) 4. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): •If Homeowner is Contractor, ® COMPLETE ITEMS I THRU 4 OF PERMIT APPLICATION mustfurnish notarized NOTES TO APPLICANT: Homestead Affidavit • NOTA VALID PERMIT UNrIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVALAND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER LICENSE& INSURANCE REQUIREMENTS MUST BE CURRENrWITH STATE OF TEXAS &CITY OF LA PORTE • TO REGISTER, SUBMIT CURRENT MASrER LICENSE &INSURANCE (WITH CITY NAME& ADDRESS AS CERTIFICATE HOLDER). NOFEEREQUIRED. • REINSPECTION FEE =$35.00 • ••T-POLES MUST BE PERMITTED UNDER SEPARATE APPLICATION UNLESS SAME ELECTRICAL CONTRACTOR IS PERMHTING BOTH T-POLE&REMAINING ELECTRICAL WORK � p APPLICANT PRINTED NAME: V C.l- lIJ 1 e. W Vl t� I OL-�7 APPLICANT SIGNATURE:. QLC�C (FOR STAFF USE ONLY): Approvedfor Issuance By.,%� Date: PERMITNO.: 11 `y1. 1 1 `✓� Total Permit Fee:$ "l J City of La Porte, -- 604 W Fairmont Pkwy - La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 14-00000137 Date 2/06/14 Property Address . . . . . . 1200 S HWY 146 UB HCAD Number: 024-200-034-0001 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 16000 ---------------------------------------------------------------------------- Type of Work REMODEL OFFICE ---------------------------------------------------------------------------- Owner ------------------------ COMMERCIAL LAPORTE LTD 5606 CAVANAUGH ST Contractor ------------------------ K. AUSTIN & ASSOCIATES LP HOUSTON TX 770213802 HUMBLE TX 77325 (713) 643-6577 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . WOOD FRAME Occupancy Type . . . . . . BUSINESS Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL REMODEL Additional desc . . REMODEL STE 100 ' Permit pin number . 452490 Permit Fee . . . . 132.50 Plan Check Fee 66.25 Issue Date . . . . 2/06/14 Valuation . . . . 16000 Expiration Date 8/05/14 Qty Unit Charge Per Extension BASE FEE 20.00 15.00 7.5000 THOU BLDG - 1,001 - 50,000 112.50 ---------------------------------------------------------------------------- Special Notes and Comments February 5, 2014 9:23:15 AM LAPOKYC. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 3. THIS PERMIT FOR MINOR INTERIOR OFFICE REMODEL SUITE #100 ONLY. 4. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 5. SEE ATTACHED COMMERCIAL PLAN REVIEW r 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 . . . . . 14-00000137 Date 2/06/14 ---------------------------------------------------------------------------- Special Notes and Comments NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 6. APPROVED SUBJECT TO ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 2/4/14. 7. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY. SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 11. BUILDING WILL REQUIRE A FINAL INSPECTION BY THE FIRE MARSHALS OFFICE AND INSPECTIONS DIVISION PRIOR TO MOVING ANY FURNITURE, TENANTS, AND/OR PERSONNEL INTO THE BUILDING. ---------------------------------------------------------------------------- Fee summary Charged Paid ------------------------------ Credited Due ---------- ----------------- Permit Fee Total 132.50 132.50 .00 .00 Plan Check Total 66.25 66.25 .00 .00 Grand Total 198.75 198.75 .00 .00 ------------ --- ----------- ------ t-<IGNATURE OF CONTRACTOR OR AUTHORIZED AGEN rD ATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZE NT) DATE 1� ' Cityof La Porte 604 W..Fairmont Pkwy. Planning & Development Department La Porte, TX 77571 BUILDING PE UT APPLICATION I281d1..50� Phone:75I (l`lll Fax: 281.470.SOOS www.laportetx.gov . 4 R=C-%I=1\ /E 1. PROPERTY OWNER CONTACT INFORMATION: OWNER'S NAME:C`ormeralh( LA(2,r'te- t:m PHONE I: 713,-1.113-451-1 JAN 3 12014 PHONE2: FAX#: -713- te,43-ILS7f E-MAIL: dvk 03 OW5,005 17v et .GoM MAILING ADDRESS: OL RVANfluils sT. ouar TX. -110.31 - 360i 2. AGENT REPRESENTING PROPERTY OWNER (If Applicable): AGENT/CONT CTORCOMPANY: KAU'-STSN ILASDO ciq{CS PHONE 1: Z 71 ' 610 - S'qO I PHONE 2: E-MAIL: . 0. J a. G^ n FAX #: 2 MAILING ADDRESS: 30l.'A5f A17A24 r Tk 1733 CONTACT PERSON'S NAME: M RRK AM&y O i PHONE: 3. PROPERTY DESCRIPTION: HCAD PARCEL NO(s) 13-digit Tax ID(s): 1.) 00q-too -00 -OM 1 2.) 3.) PROPERTY ADDRESS (if existing): Poo C 111. O(m . 7111 PROPERTY LEGAL DESCRIPTION: Las 1 2:61,) 3-1'alk 9.01 q'f7 Ar: to Pperf- 4. PROJECT INFORMATION: DATE OF SUBMITTAL:.c 1 - 31- ZOJ-4 13 IRRIGATION ® SIGN FENCE POOL 0-11OTHER: F`•bogn•rj DESCRIBE WORK: rl,/ Offal (4nala.l BUILDING USE: NO. OF STORIES: d A PROJECT VALUATION: $ H� Ciro TOTAL SQ. FOOTAGE: LIVING AREA SO, FT.: N S. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): 12( COMPLETE ITEMS 14 OF PERMIT APPLICATION 61"SUBMIT TWO (2) COMPLETE SETS (HARDCOPIES) OF CONSTRUCTION PLANS FOR REVIEW NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH CITY, SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY NAME & ADDRESS AS CERTIFICATE HOLDER 3. NOT A VAUD PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL APPLICANT PRINTED NAME: I el< kv?"Os APPLICANT SIGNATURE:./�c� [STAFF USE ONLY): PERMIT NO: . I Occupancy Type:Y� Construction Type: Parking Spaces Required: /� h CE?: O Taxes?: Flood Zone: /� Use Zone (Zoning District): 6r C- FEES: Residential Driveway Tie -In: $ Parkland/Fee: Plan Check Fee: $ 4 (.. / Permit Fee: $ / 3 Special Conditions, A 11 N f%7C S HI t 13 Must complete all work and pass City inspection within 30 days of permit Issuance to ovoid further Code Enforcement Action PERMIT APPROVAL: Fire Marshal (Commercial Only):y-..,_ / Date: Approved for Issuance by: - (�.M Date: 11,44. r ` I,®� SSOCI Ot—r Consbuc8on • Consbuctlon MWugo rnl • Dwsn Bala • o.Y.loi~t Mork Arroyos W2 E Main SL ni-640-5401 HumbW TX MW Fm 281-540-54M merkAOKAustlmMn www.KAusOn.00m Coll 718.90B-9571 PERMIT NOTES 1200 HWY 146 S. SUITE #100 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS. 2. OWNER /CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS). 3. THIS PERMIT FOR MINOR INTERIOR OFFICE REMODEL SUITE #100 ONLY. 4. ANY FUTURE REMODEL OR BUILDOUT OF OFFICE SPACE REQUIRES SEPARATE PERMITS AND INSPECTIONS. 5. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 6. APPROVED SUBJECT TO ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 02/04/2014. 7. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 8. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 9. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 10. 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. 11. BUILDING WILL REQUIRE A FINALINSPECTION BY THE FIRE MARSHALS OFFICE AND INSPECTIONS DIVISION PRIOR TO MOVING ANY FURNITURE, TENANTS, AND / OR PERSONELL INTO BUILDING.. CITY COPY IF THE APPROVED PLANS ARE MODIFIEDA NEW SUBMITTAL , TOTHECI; O TtiE CHANGE OCCURRING. u PQVE FIRE �E _ ILA TORTE pOIJLE OFFICE Date 02/04/2014 Business Name Audubon Engineering Address 1200 Hwy 146 Suite 100 Type of Review Remodel Contractor Reviewed by Cl if Meekins, Fire Marshal Approval YES The Applicant shall be responsible to ensure the tlulpn specifications and plans are complete and In compliance with Me requirements sat f0M In the M00 —•'' -" " ' lnnmsdonal Fire Coda QFC) end Local Amendments as well as Ua applicabl! relerenced Standards listed In Chapter e6 of the 20071FC. This plan review Is not intended to be lolly inclusive a other requirements may be Imposed a warranted by thi Firi Marshal oraa'daemed necasarydudn0 enylbAapeetions.by a ......._ Fire Marshal's Office. 1) The City of La Porte City Council adopted new Smoking regulations on April 8, 2013 which may affect your business. To review the Smoking Ordinance and to learn how the new regulations may apply to you, please go to; 11111)7//NNww ci la none th us/gov/fin/smoking ordinance.asu 2) All Exit doors shall have Fire/Panic hardware installed prior to final inspection. 3) The areas exterior to all required Exit doors must be designed pursuant to the International Fire Code 2003 ED., Chapter 10, Means of Egress. 4) Ensure equipment/furniture layout will not hamper egress routes throughout building. 5) 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 6) 5# A/B/C type Fire Extinguishers shall be mounted at all exit doors as well as every 75' of travel 7) Building will require a "Final" inspection by the Fire Marshal's; Office prior to moving any furniture, tenants and/or personnel into building. IF THE APPROVED SUBµ�TTAI ��� RE MODIFIED, A NEW PR10R TOTHE E C ANGE OCCURRING. ®�� TO TN 125 South 3'" & La Porte, TX 77571 " Office: 281-867-4603 ° Fax: 281-867-4629 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 1-8Q0-669-8344 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 spaceibuilding. 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. IF THE APPROVED PLANS ARE MY T MODIFIED, A NEW SUBMITTAL q SACPSh=UNSPECCION DMSIoTQTeafionsw0'vf--AaauAN�E�w,,*TES.dw swil �� TO THE CHANGE OCCURRING. -r IV. APPLICABLE CODES Adopted May 13, 2013; Effective July 15, 2013: 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 UNIFORM MECHANICAL CODE (UMC) 2012 UNIFORM PLUMBING CODE (UPC) Adopted October 24, 2011; Effective December 1, 2011: 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE SACPShue\EVSPEC lcc1 spcc iom\R"idential Concnuction Pecket\APPLICABLE CODES.doc Rev. 07-2013 IF THE APPROVED PLANS ARE COPY MODIFIED, A NEW SUSMI TAL TO THE CITY IS REQUIRED e'RIOR TO THE CHANGE OCCURRING. Menager, Dwayne From: Menager, Dwayne Sent: Friday, January 31, 2014 4:18 PM To: Meekins, Clif; Wise, Sandra; Montes, Raul Cc: Huber, Mark Subject: 1200 Hwy 146 S. Office Remodel Cliff We have a set of commercial office remodel plans ready for your review for 1200 Hwy 146 S. Plans are in the usual place. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 CITY Cop e IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. 1 1200 Hwy 146 South, La Pont —X, 77571 - Office Building Property - — 7-Market on L... Page 1 of 2 o For Sale For Loam Sales Compe Property Records Local Info Add Liming My LoopNet ' d t �� I nn i¢aal I,' aI r. stet' nr I,^= Mobile Became a free member, Lap In Historical Office Sale Listing - 1200 Office Building in La Porte ,I,, r ; This Office property is Off -Market. Search below to find active commercial real estate for sale or lease. For Sale Poi Lease. Ali bruperTy Types La Pone, TX $such advanced cearcn Browse More Listings in Office For Sale, La Pone, TX or Texas 1200 Office Building in La Porte 1200 Hwy 146 South, .. Office Property - Off Market NIA Building Class Budding Size 41.708 SF Tenancy Property Type Office Let Sure Property But type Office Building Listing ID Property Use Type Investment Last Updated Description Built In 1984 Southwest Comer of Fairmont Parkway and Highway 146 South N/A 41.708 SF I Office C Multiple 2 44 AC 17185664 over 1 year ago CITY j k 6 r un IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. http://www.loopnet.com/Listing/17185664/1200-Hwy-146-South-La-Porte-TX/ 1/31/2014 4 i � w 1309 • *w at �31 111 am LA 1250 t Disclaimer Th,$-, r._. ' � fr Informational pvfpOSQb alN may nol have Dee only the dppeo emire leialive location of propCRy hourroane6 Gov C §250: ' .znan;y as to the accuracy of. -his preauct or to 4s hlness for a parbrula, ,f rb ree➢ arvdeem,,, lass or M1ah11y ana pF- •� City of La Porte A *A 604 W Fairmont Parkway La LaPorte, TX 77571 Porte G I S Mapping �$ (281)471-5020 www laportetzgo I Legend narreis c�N r,m�is eae�oao — — Ora rage ram es Ligense Details Page 1 of 1 °�. TEXAS Department State Health Services Services CITY copy License Number: 105479 Current Date: 0110712014 02:03 PM Name: WARD, DANIEL R License Type: Asbestos Individual Consultant License Status: Current ExpiryIF Date: 05/11/2014 THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL Effective Rank Date: 05/12/2006 TO THE CITY IS RPry iio, , .— Addresses , ,"kir( lU THE CHANGE OCCURRING. Main Address Address BEAUMONT, TX JEFFERSON 77705 Mailing Address (Enter Address WARD, DANIEL R name of company or BEAUMONT, TX Individual associated with the mailing address) ]EFFERSON 77705 us Asbestos Consultant Agency Designated Person Licensee's Role: Asbestos Individual Consultant Related Party Role: Asbestos Consultant Agency Related Party Name License Address Asbestos Consultant 4100 N SAM HOUSTON PKWY STE 290 Agency #100314 HOUSTON, TX TOTAL SAFETY US INC Status: Null and Void HARRIS Expiration 07/08/2012 77086 Date: Us CITY COPY ECEIVE IF THE APPROVED PLANS ARE JAN 3 12014 U MODIFIED, A NEW SUBMITTAL R. TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. httns-//vo.ras.dshs.state.tx.us/datamarl/detailsPrintTXRAS.do7anehor—restore 1 /7/2014 License Details Page 1 of 1 ° TEXAS Department of 1 \State Health Services N License Number: 602202 Current Date: 0111012014 09:11 AM Name: SMITH, CHRISTY A License Type: Asbestos Inspector License Status: Current Expiry Date: 04/03/2014 Effective Rank Date: 04/04/2006 Addresses Mailing Address (Enter Address SMITH, CHRISTY A name of company or PORT NECHES, TX Individual associated with the mailing address) JEFFERSON 77651 us CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING, ECEIVE JAN 3 12014 qv. httt)s:Hvo.ras.dshs.state.tx.us/datamart/detailsPrintTXRAS.do?anchor=restore 1/10/2014 Chain of ustody _...31- Order Num or (Lab Use Only): 5 aMe} ANAIVTICA4 INC. I�saMreay.ngewnnaawo Ste. 190 8700 Jameel Rd. Houston, TX 77040 PHONE: 1-866-318-3920 FAx: 713.686-3645 Total Safe US, Inc., d/b/a EHS Services Com an Safety, EMSL-BIII to: ame It BIII to le Dlfferellt runts nstruc ✓ Different ons n comments— Streeti 2300 Highway 365 Suite 370 Third Party Sitting requires written authoazafian from third party City: Nederland I State/Province: TX Z /Postal Code: 717627 Report To (Name): Dan Ward T _ le hone #:4097278227 _ Email Address: dward@t:otaisafe .com F x #; 4097295075 Purch Order: Pro ect Name/Number.: LSgmease P Provide Results: I FAX I / .mail Nail U.S. State Samples Taken: TX C nnecticut Sam les: Commercial Residential urnaround T me TA O lIons* - Please Check El 3`Hour I Ij 6 Hour 1 jJ24 Hour I U 48 Hour I El 72 Hour 88 Hour' 1 Week 2 Week_ 'For RUSH TAT's Please Cell Ahead to Confirm Lab Hours _ and Availability. Not all TAT options are valid for every test Materials Science and IAQ TATs are In Business Days n ther than Hours i.e. 24 Hour = End of Next Business Da Asb stos PC - it - B I TEM - Bulk NIO H 7400 PLM EPA 600/R-93/116 ❑ TEM EPA NOB w/ hr. TWA ❑ PLM EPA NOB (<I%) ❑ NYS 198.1 (friable -NY) ❑ NYS NOB 198.4 (non -friable -NY) D Chatfield SOP — I 4-4.5hrTAT(AHERA ONLY) Soit/RocklVermiculite ❑ AHERA 40 CFR, Part 763 ❑ NYS 198.E (non -friable -NY) ❑ NIOSH 7402 Point Count ❑ 400 (<0.25b/o) ❑ 1000 (<0.1%) ❑PLM CARE 435-A (0.25%sensitivity) ❑ EPA Level II IS0.10312 Point Count w/ Gravimetdc 400 <p.26 6 /0 1000 <0.1°h ❑ PLM CARE 435 — B (0.1% sensitivity) [I TEM CARE 435 — B (0.1%sensitivity) EPA Reg. 1 ScreeningProtocol Qualitative TEM - Water TEM - Duet Fibers?10Nm ❑ Waste ❑ Drinking All Fiber Sizes ❑ Waste Ej Drinking ❑ Microvac—ASTM D 6755 ❑ Wi -ASTM D6480 Other: Lead Pb Materials Science Flame Atomic Absorption IICp Common Particle ID (large particles) El Chips SW846-7000B or AOAC 974.02 ❑ Soil SW846-7000Bf7420 ❑ Air NIOSH 7082 El Air NIOSH 730 odified Orion ASTM Wipe� M, SW846.6010B or C ❑ASTM Wipe SW846-601 OB or C El Full Particle ID (environmental dust) ❑ Basic Material ID (solids) El Advanced Material ID ❑ Wastewater SM31I I or SW846-7DOOB/7420 ❑ Soil SW848-80 0 B or C ❑ Physical Testing (Tensile, Compression) []ASTM Wipe SW846-7000B/7420 Orion ASTM Wipe SW846-7000Bf7420 TC P SW846-131117420/SM 3111E ❑ Waste Water SW846-6010B or C TCLP SW846 8010B or C ❑ Combustion -by-products (soot, char, etc.) ❑ X-Ray Fluorescence (elem. analysis) ❑ X-Ray Diffraction (Crystalline Part.) ❑ MMVF's (Fibrous glass, RCF's) Graphite Furnace Atomic Absorption ❑ Soil'SW846-7421 ❑ Wastewater EPA 200.9 Other. i Air NIOSH 7105 ❑ Drinkin Water EPA 200.9 ❑ Particle Size (sieve/microscopy/laser) ❑ Combustible Dust .q Petro raphlc Examination e MICtObiology Wipe and Bulk Samples ❑ Mold & Fungi — Direct Examination Alr Samples ❑ Mold & Fungi (Spore rap) IAQ ❑ Mold & Fungi Culture (Genus Only) ❑ Mold & Fungi Culture (Genus Only) . Nuisance Dust NIOSH LJ0500 00600 Airborne Dust ❑ PM10 ❑ TSP Silica Analysis: ❑ All Species Silica Analysis — Single Species ❑ Mold & Fungi Culture (Genus & Species) ❑ Bacterial Count & ID (Up to Three Types) ❑ Bacterial Count & ID (Up to Five Types) ❑ MR$A ❑ Mold & Fungi (GenuE ❑ Bacterial Culture & ID (Yip ❑ Bacterial Culture & ID ( Endotoxin Testing & Species) to Three Typos) p to Five Types) El Pse domones aerutrinose ❑ Alpha Quartz ❑Cristobalite ❑ Tridymfte ❑ HVAC Efficiency Real Time Q-PCR (See Analytical Guide for Code) Code: I:ggQpgtlli Level 1 Level 2 IF T APPROVE � 14 ❑ Toll I Colitorm & E.coli (PIA) ❑ Fe I Colitorm (SM 9222D) WAf &R [ 66Vist ❑ ❑ Sev age ScreenOther: ❑ Het irotrophic Plate Count SM 9215 7q THE CITY IS REQ all for Kit and COC °"Comments/aS ecial Instructions: Bino: Total safety, Ua, Inc., dWa EHS 6p p - • Attention: Ao Ia Payable Phone 281 ,4 7706e, unked State. 36100 Emed. dxerdatolahaMY.eam PUCIAM order. Cllent,Sam le We Total # of Samples; Relin wished CI nt Date: i Tirne: Received Lab : Date: Time: 1 Analysis Completed In Accordancefwith EMSL's Terms and Condltibas located In the Analytical Price Guide I APPENDIX C DEPARTMENT OF STATE HEALTH SERVICES LICENSES ECEI d G IA" 31 20 License Details Page 1 of 1 .L TEXAS Department r ,State Health Services License Number: 100489 Current Date: 0110812014 01:54 PM Name: TOTAL SAFETY US INC License Type: Asbestos Consultant Agency License Status: Current Expiry Date: 09/05/2014 Effective Rank Date: 09/06/2012 Addresses Mailing Address (Enter Address TOTAL SAFETY US INC name of company or HOUSTON, Tx Individual associated with the mailing address) HARRIS 77086 us Main Address Address 4100 N SAM HOUSTON PKWY W STE 290 HOUSTON, TX HARRIS 77086 us Phone Number: 7133537100 Physical Addr Address 4100 N SAM HOUSTON PKWY W STE 290 HOUSTON,TX HARRIS 77086 us Phone Number: 7133537100 Asbestos Consultant Agency Designated Person Licensee's Role: Asbestos Consultant Agency Related Party Role: Asbestos Individual Consultant Related Party Name License Address Asbestos Individual HOUSTON, TX EIVE Consultant #105146 HARRIS BAN 3 12014 PENALOZA, DANIEL A Status: Current 77086 Expiration w' Date: 12/16/2015 us httns://vn.ras.dshs.state.tx.us/datamart/detailsPrintTXRAS.do?anchoi=restore 1/8/2014 File Edit Commands Help - aq(1hRo;puauc sEc-rOR Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related party: VO X. Exit c .Cancel, 8796 024-200-034-0001 1200 S HWY 146 LIB CLP COMMERCIAL LAPORTE LTD CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. WOO ` crr A SA F E T Y , zCIEI E JAN 3 12014 Limited Asbestos Survey Report for Office Building - Suite 100 1200 Highway 14.6 LaPorte, Texas Prepared for: KAustin & Associates 302 East Main Humble, Texas 77338 January 2014 Project No.: 10074 Total Safety U.S., Inc., d/b/a EHS Services 4100 North Sam Houston Parkway West, Suite 290, Houston, TX 77086 2300 Highway 365, Suite 370, Nederland, TX 77627 .ii-145' January 30, 2014 Project No.: 10074 KAustin & Associates 302 East Main Humble, Texas 77338 Attn.: Mr. Ken Austin Asbestos Consulting Services Office Building - Suite 100 1200 Highway 146 La Porte, Texas Limited Asbestos Survey Report INTRODUCTION "ECEIVE JAN 3 12014 Total Safety U.S., Inc., d/b/a EHS Services, (EHS Services) is pleased to submit the results of the limited asbestos survey of Suite 100 at the office building located at 1200 Highway 146 in La Porte, Texas. All work was performed in accordance with the scope of environmental consulting services outlined in our proposal. Our services included the investigation for possible suspect asbestos -containing materials (ACM) and, if applicable, subsequent collection of bulk material samples and the corresponding evaluation of the material(s). Suspect ACM were discovered and samples were collected to establish if asbestos is present in the materials. If the laboratory analysis indicated asbestos amounts greater than 1 %, a physical assessment and response action are listed. FIELD FINDINGS Ms. Christy Smith conducted the limited asbestos survey on January 27, 2014. Ms. Smith is licensed as an Asbestos Inspector (license no. 60-2202) and her license is included in Appendix C. A total of twenty-three bulk asbestos samples (43 layers) were collected from seven homogeneous materials. None of the seven materials sampled contained greater than 11/c asbestos. In accordance with the Environmental Protection Agency, maer1IscWitaining greater than 1% asbestos are considered asbestos -containing materials. r-C ) .J The following suspect asbestos -containing building materials SWreesafnpled during the survey: ➢ 2'x4' White Ceiling Tile (asbestos not detected in this material) ➢ Blue Baseboard/Mastic (asbestos not detected in this material) ➢ White Baseboard/Mastic (asbestos not detected in this material) ➢ 12"xl2" Beige Floor Tile with Speck Patt It �FoRWRO�/�'i@(@lldl�fl&A"detected in this material) �ODIPIED, A NEW SUBMITTAL T ECI'� ,c ➢ Floor Tile with Yellow Glue beneath 12" e,rI r49 �3tgg"detected in this material) P (AAGE t CCURRING. ➢ Sheetrock/Joint CompoundlTexture (asbestos not detected in this material) Total Safety, U.S., Inc., d/b/a EHS Services 4100 North Sam Houston Parkway West Suite 290, Houston, TX 77086-1467 ' 2300 Highway 365, Suite 370, Nederland, TX 77627 Office Ouilding -'Suite 100 1200 Highway 146, LaPorte, TX Limited Asbestos Survey Report January 2014 Yellow Carpet Glue (asbestos not detected in this material) LABORATORY ANALYSIS All bulk samples collected were submitted to EMSL Analytical, Inc. (EMSL) for analysis. The samples were analyzed by polarized light microscopy (PLM) in compliance with guidelines established by the USEPA (50 CFR Part 763.115). EMSL is a successful participant in the National Institute of Standards and Technology's National Voluntary Laboratory Accreditation Program (NVLAP). EMSL's NVLAP license number is 102106. EMSL's Department of State Health Services license number is 30-0159. SAMPLE RESULTS Asbestos was not detected in amounts greater than the regulatory standard in the materials sampled during this survey. The Bulk Asbestos Sample Table is located in Appendix A. The laboratory results are included as Appendix B. CLOSING The asbestos survey indicated that no asbestos above the regulatory standard is present in the materials sampled at Suite 100 at the office building located at 1200 Highway 146 in La Porte, Texas. We appreciate the opportunity to provide these services and look forward to working with you in the future. Should you have any questions, feel free to contact me at (409) 727-8227. Sincerely, Total Safety, U.S., Inc., d/b/a EHS Services Daniel R. Ward Manager of Asbestos Services DSHS License No. 1OA579 E ClEIVE JAN 3 12014 APPENDIX A BULK ASBESTOS SAMPLE TABLE ECEIV JAN 31 20% aY:! Total Safety, U.S., Inc. d/b/a EHs services 4100 N. Sam Houston Parkway West Ste. 290, Houston, TX 77086 2300 Highway 365, Ste. 370, Nederland, TX 77627 BULK ASBESTOS SAMPLE TABLE OFFICE BUILDING - SUITE 100 1200 HIGHWAY 146 LA PORTE, TEXAS SampledJanuary27, 2014 H. A.' Material Description Sample Location Sample Percent Material Friability Number Numbers Asbestos Condition M 01 2'x4' White Ceiling Tile Front Office Area 1 None Detected Good Y Kitchen Area 2 None Detected Good Y Closet Area 3 None Detected Good Y 02 Blue Baseboard/Mastic Front Office Area -East Side 4 None Detected Good N Front Office Area -West Side 5 None Detected Good N Front Office Area -Middle Large Room 6 None Detected Good N 03 White Baseboard/Mastic Kitchen Area 7 None Detected Good N Kitchen Area 8 None Detected Good N Kitchen Area 9 None Detected Good N - 04 12"xl2" Beige Floor Tile with Kitchen Area .� 1 _ 10 None Detected Good N Speck Pattern and Yellow Kitchen Area O O T 11 None Detected Good N , Mastic Kitchen Area -1 2 p 2 12 None Detected Good N 05 Floor Tile with Yellow Glue Kitchen Area R m 13 None Detected Good N (Beneath 12'x12" Beige Kitchen Area n p 0 14 None Detected Good N Floor Tile HA# 4) Kitchen Area = D 15 None Detected Good N — D 06 Sheetrock/Joint Front Office Areg1 ;a 2 1 16 None Detected Good Y Compound/Texture Front Office ArelP m m m ! � - .. 17 None Detected Good Y Closet Area O 0 C Closet Area Q to .�.9 18 19 None Detected None Detected Good Good Y Y Cubicle Office m m D - 20 None Detected Good Y 07 Yellow Carpet Glue Front Office Ar80 21 None Detected Good N Front Office Arr- gorge Room 22 None Detected Good N Front Office Arm-VS 23 None Detected Good N 1) Bold and italicized indicate confirmed asbestos containing material. 2) Materials may be located in areas other than the sample location. r CEIVE JAN 3 1 2014 Total Safety U.S., Inc., d/b/o EHS Services, (EHS services) 4100 North Sam Houston Parkway West, Suite 290, Houston, TX 77086-1467 Y 2300 Highway 365, Suite 370, Nederland, TX 77627 Bulk Asbestos Log Client: Project Location: inspector:( 'JftnS tY ►� Proiect Name: L-')r-) Hu)a Afr3,1 Project Number: I '()C)-7i P I Inspector Signature: I � Date Materials Sample HA Sample Result Material Friable? Sampled Location Number Number Condition a x 4 Wh`I4e C4icc es' fob T w r FYmt 0�-P yv�cSiw� wr.r oitr-l)s'I 5 j = m -n FinuPU-nU-l.CW(OII ' ip MM n<� UNO C ry 'D 1 R oo(t f -V/ z110 �� � Afe�. 13 CI VC 0��X 1 5 r � Client Mailing Address 5p;2- �u5t lrncdn Yx 77�38' 'Materials may be located in other areas. Phone No.: C;LV-54U�D7t)l Email Address: 1 ,O a Contact Name:4V1�il Limited Survey? Yes No C;Fl rK Building? Yes No JAN 31 2p1kep b Due: Total safety U.S., Inc, d/b/a EHS Services, (EHS Services) Q 4100 North Sam Houston Parkway West, Suite 290, Houston, TX 77086-1467 ` :�.- 2300 Highway 36S, Suite 370, Nederland, TX 77627 iN ' Bulk Asbestos Log J Date Materials Sample HA Sample Result Material Friable? Sampled Location Number Number Conditi 1-7 ero 0 iC'IG 04LC, Pr D 19 Iq - l�� t�t2 to S` ale, 000 m m m T 0 m Z D 0 0 m m < m0 m 171 -0_ -U Client R@lie /&l&S .M �v;tn X r m 'Materials may be located in other areas.' Phone No.: GGEI Y E " ited Survey? Yes No Email Address: JAN 3 12014 ntBulding? Yes No Contact Name: Report Due: APPENDIX B ASBESTOS LABORATORY RESULTS CITY copy IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. EMSL Analytical? , 8700 Jameal Road, Suite 190, Houston, TX 77040 Phone/Fax (713) W&3835 / (713) 686-WS Ltftil& .EMSL com hm stonlabOemsl com Ahn: Dan Ward Total Safety-EHS Services 2300 Highway 366 Suite 370 Nederland, TX 77627 Plane: (409) 727-8227 Fax (409). 729-5072 Received: 0127/14 1:2TPM Analysis Date: 1/272014 Collected: EMSL Order: 151400405 CustomerlD: ICU80 CustomerPO: Pro)ectlD: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R=93/116 Method using Polarized Light Microscopy Sample Description Appearance % Fibrous % Non -Fibrous % Tvoe 1 White/Beige 400A Cellulose 40% Non -fibrous (other) None Detected 15140040510001 Fibrous 20% Min. Wool Homogeneous. 2 White/Beige 40% Cellulose 406 Non -fibrous (other) None Detected 151400405-WW Fibrous 20% Min. Wool Homogeneous 3 WhitelBeige 40% Cellulose 40616. Non-fibreus'(other) None Detected 1514004dsQ103. Fibrous 20% Min. Wool Homogeneous 4-Cove Base Blue 100% Non -fibrous (other) None Detected 15140e10.50M4 Non -Fibrous ' Homogeneous 4-Mastc Yellow 100% Non -fibrous (other) None Detected 1014001050MA Non -Fibrous Homogeneous 5-Cove Base Blue 106% Non -fibrous (other) None Detected 1514001e50005 Non -Fibrous Homogeneous 5-Mastic Yellow 100%. Non -fibrous (other) None Detected 151400405 WWI Non -Fibrous .. Homogeneous 6-Cove Base Blue 100% Non -fibrous (other) None Detected 1514004050000 Non -Fibrous Homogeneous 1AN 312014 / Analyst(s) Jenny Drepels (30) Michelle Leggett, Laboratory Manager Jason Mote (13) or other approved signatory EMSL maNeYe sabMty 0m0ed In m d arelysis. TNi mpon retates o'My b Out smrples reported and may nut be reprodicK acep In ML wftt a wdgen opp mel by EMSL EMSL baiva w mpaa1010y for aemple c0milon adMU" or wolirl W method 9nMfflom. YdarpfMaam and use of I" reasN are 0r mpdnlbilly of Re dlent. TNs mpod must not be esed by IM co" bclabn prod cl cwWicatlorl app mid a aroaaamwt by WLAP, MSTa amy apmcy or fine redwal go ard. No I "agw*sh' oa maledab press a pmM m metric rM Merokm EMSL recanmards grMnebb redclim prim W ansyels. Samples recehvd in good cas111m uMus olt awlae rood. Esenare0 somacy, pre:Ww aro u cerlWy date &enable Loan reerresi. Lairs rapsriM by On clwik buBOhg maWab maNectaad wit, mulavie kiss 0.e. 0nale m, waabwe , ate.) are npaled r a sirde sample. RepMNg 0m0Is 1% Sampiis anayud by EMSL & M ICat src 1lausldrs TX KA" Lab Code 1021050. AZ 0225. CO AL-15355, LA 04125. TX awl59 Inklal report from 01272014 16:10:27 Test Report PLM-7.28.9 Printed: 1272014 4:10:27 PM. 1 EMSL Analytical, _ EMSL Order: 151400405 8700 Jamael Road, Suite 190. Houston, TX 77040 CustonlerID: ICU80 PhondFac (713) BM36351(713) SM3045 CustomerPO: httrlAvww.EMSL.com hoLMdnladll)emsi corm Pro)ectlD: Attn: Dan Ward Phone: (409) 727-8227 Total Safety-EHS Services Fax (409) 729-5072 2300 Highway 365 Rom: 01/27/141:21 PM Suite 370 Analysis Dale: 1m/2014 Nederland, TX 77627 - Plojed: Survey@1200 Hwy 146 LaPorte, TX Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Descriptlon Appoaranca % .Fibrous % Non -Fibrous % Type' 6-Mastic Yellow 100% Non -fibrous (other) None Detected 15140040540M Non -Fibrous Homogeneous ]-Cove Base Cream 100% Non -fibrous (other) None Detected Non -Fibrous 151400405-0007 Homogeneous 7-Mastic Yellow 100% Non -fibrous (other) None Detected Non -Fibrous 1514004054WA Homogeneous B-Cove Base Cream 100% Non -fibrous (other) None Detected Non -Fibrous 151400405 )" Homogeneous 8-Mastic Yellow 100% Nan -fibrous (other) None Detected Non -Fibrous 151400405.000A Homogeneous 9-Cove Base Cream 100%, Norl-fibrous (other) None Detected Non -Fibrosis 1514004050002. Homogeneous- 9-mastic Yellow 100% Non -fibrous (other) None Detected_ Non -Fibrous 1514001054MA Homogeneous 10-Floor The Beige 100% Non -fibrous (other) None Detected Non -Fibrous 151400405{e10, Homogeneous, EGEIVE JAN 31 2014 U Analyst(s) 't Jenny Drepelo (30) ..,r'�� Michelle Leggett, Laboratory Manager Jason Mote (13) or other approved signatory EMSL melmalns IhWIHy IlmIW to cost of rrysl& TNs report reWn m1y W tir samples re Metl and may M tie mp 6jco4 axept In 1u1, wprU wdUm appro of by EMSL. EMSL bars ro mspowlbaay for sample collectionedMns m ara"cW moUwd Ilmilalbm. harps 00n wW uaa d lest raaJW M lye raspondb Uty d ore clue Tors mpodmust M Ee wee by Ion cOM 10 dalm product eer%Mratkn approval. or andrsemra by NVLAP. MST many e9arwy or the /ederel Qm iim man. Nortatable r0rdCWty brats a*Oftls presets a pmblern mauhend tihrrom EMSL rammmaMs 9tMmrrle redutAm prior to raeysla. Samples receMd W good cwdUm unless dMrwbe rood Estimated soarwy,. p=Wm an0 rcanalnly data avallWle upon raqu Urdws rs,arsted by 0m dMM raldsl0 mvW W s maMactuad with mualpla fayars (La WWIK n, wetmord, etc) era MpmW as a eslpla sample.?epWkV enll le 1% Samples ruyn by EMSL Nrlmkat M llahulm, TX NVLAP Lob Code 10210". AZ 0935, CO AL-15355, to 04128, 7X 300169 Initial report from 01/27/2014 16:10:27 Test Report PLM-7.28.9 Primed: 1/27/2014 4:10:27 PM 2 EMSL Analytical',, 8700 Jamsel Road, Suits 190, Houston, TX 77040 Phone/F= (7l3) 6W3835 / (713) 688-3645. hhrillwwn.EMSL.cnmh0ustaiippS " Alln: Dan Ward Total Safety-EHS Services 2300 Highway 365 Suite 370 Nederland, TX 77627 Phone: (409) 727-8227 Fmbc (409) 729.5072 Received: 0127/14 1:21 PM Analysis Date: 1272014 Collected: EMSL Order. 151400405 CustooerID:. ICU80 Custo erPO: ProjectID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous %Tvoe 10-Mastic Yellow 106% Non -fibrous (other) None Detected Non -Fibrous 15i400rosboia Homogeneous 11-Floor Tile Beige 100% Non -fibrous (other) None Detected Non -Fibrous 1e14W40S001i Homogeneous 11-Mastic Yellow 10D% Non -fibrous (other) None Detected Non -Fibrous 1514M4050e11A - Homogeneous. 12-Floor Tile Beige 100% Non -fibrous (other) None Detected Non -Fibrous 151400405.W12 - Homogeneous 12-Mastic Yellow i00% Non -fibrous (other) None Detected Nan -Fibrous 1514ao4aSO012A . Homogeneous 13-Floor Tile Beige, 100% Non -fibrous (other) None Detected Non -Fibrous f5r4owo5bois Homogeneous 13-Mastic Yellow 100% Non -fibrous (other) None Detected Non -Fibrous 15/400405013011 - Homogeneous 13-MasticlLeveler Whiteffellow 100% Non -fibrous (other) None Detected Non -Fibrous 15140060.5MY30 Heterogeneous ' Ilk Analyst(s) Jenny Drapele (30) Jason Mote (13) EMSL makwaku aebGlq imbed to coal d amlysb. This report 19 Mo onty to 00 sampW repaled"May not ba Cproda reopammlli y for sample caexlMn acUties or amytkel method 0mbdfom. MMpdallon and us4 d W1 rWts as Inn m podia wdllaitiM approval, or CndawnMa by WRAP, MST a Wy eOWcT of Ou ledaN gommart NM*WbleoryW recanmends tananabk reAtlim prior m armyda. Samples resahed In good mndOm uNsas 00mrha road EatlmaMd rsppsled by ar COWL big malaleb maWWhnd Viet MWple leyMa (I.e. Ilrjoi n. wallboard: Mc) Ws reported asa Sa ks analyzed by EMSL ArrylkaL sit, WUSI 1, TX NwLAP Lab Cade 10210". AZ 0925. CO ALA 5355, LA 04126, TX Michelle Leggett Laboratory Manager or other approved signatory In U. without wrilim appowi by EMSL. EMSL beast, ro of Inn diet This rporl mul col be u"d by nro diem 14 dakn I mstedeb present a problem Mabharld OurMore EMSL preclekn aril unmUWy dote awtlleble upon nxamt. UnMa ipa. Reputng emit Is 1%' Initial report from 01272014 16:10:27 Test Report PLM-7.28.9 Printed: 12720.14 4:10:27 PM 3 EMSL Analytical 8700 Jameel Road, Suite 190. Houston, TX 77040 Phone/F= (713)686-3635/(713)686-3645 hll9JAw�w.EMSL.Som OoustonlB�2SLo •• Attn: Dan Ward Total Safety-EHS Services 2300 Highway 366 Suite 370 Nederland, TX 77627 Phow (409) 727.8227 Fatc (409) 729-5072 Received: 0127/14 1:21 PM - Analysis Date: 1272014 Collected: EMSL Order: 1514OD405 CustomerlD: ICU80 CustomerPO:' Pro)eotlD: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Astiesto Asbestos sample Description Appearance % Fibrous % Non -Fibrous % TVDe 14-Fbor Tile Beige 160% Non -fibrous (other) None Detected rsf�asra�s-m/� Non -Fibrous Homogeneous 14-Mastic Yellow 100% Non -fibrous (other) None Detected, 151100105-W11A Non -Fibrous Homogeneous 14-Mastic Yellow 100% Non -fibrous (other) None. Detected 151400405-WI48 Non -Fibrous Homogeneous 15-Floor The Beige 100% Non -fibrous (other) None. Detected 1e140040SM15 Non -Fibrous Homogeneous 15-Mastic Yellow 100% Non -fibrous (other) None Detected 1514M05-0015A Non -Fibrous Homogeneous 15-Mastic Yellow VC11% Non -fibrous (other) None Detected 151e00105-00158 Non -Fibrous Homogeneous 16-Shretrock BfawnWhke 10% Cellulose 90% Non -fibrous (other) None Detected 151400405-00fe Fibrous Homogeneous 16-Joint Compound While 100%. Nan -fibrous (other) None Detected 151100105-001064 Non -Fibrous Homogeneous EC�ave JAN 312014 /� Analyst(s) / / "� Jenny Dmpels (30) — Michelle Leggett, Laboratory Manager Jason Mote (13) or other approved signalory- EMSL mahtmku IMWtY Wnlad b ooit d analysts. This IepaA roWas only to as samples reps tod and may not be reproducmd, except in fal; wNnul writlumappend by EMSL EMSL bean ro respaubmry for sample codwbon naNdes a oneVirsl msgnd limitations. Ylt.protation and use of and mantis ors to rW re®Iwy d an want 71ai report mud rot bowed by ate died todatn po0rd cwtUka'om vppProwk w wxWasm" by NVLAP. mSTa airy atlency d the fedad g6 ma. Nun bi mgwksay road mmw W "swt a Pablem meW ww owswe EMSL recommend, praNmebk rodrdm prior W anslyels. Somploo recdwd In good cord4im teas otherwba noted. Estimated accuracy, precidon and urcedaWy dds mailable upon raguesL Uraasa rayuasled by as diem N Werp maeAdi mmdacerad with multiple hours tLe. MWum, wallboard, da) are reported as a sWgle sample. RopoNng IImft Is 1% Samples analyzed by FMSL Am"Cal, lie. Houston TX NVLAP Lob Cab 1021050, AZOM. COAL-15355, LAWN: TX 300159 In9Wl report tram 01272014 16:10:27 Test Report PLM-7.28.9 Printed: 1/272014 4:10:27 PM 4 EMSL Analytical, 8700 Jairisel Road, Suits 190, Houston, TX 77040 Phone/Fax (713) 686-3635 / (713) 685.3843 htta9A�.8ASLcom-hmtpnlaMal.ssm Ann: Dan Ward Total Safety-EHS Services 2300 Highway 365 Suite 370 Nederland, TX 77627 Phone: (409) 727-8227 Fax (409) 729-5072 Received: 0127/14 1:21 PM Analysis Data: 1272014 Collected: EMSL Order: 151400405 CustomerID:- ICU80 CustomerPO: ProjectID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non-Asbesto Asbestos, Sample Description Appearance % Fibrous % Non -Fibrous % TVDe 17Sheetrock Brown/White 10%, Cellulose 90% Non -fibrous (other) None Detected 1s14dwos-0e17 sous . - Homogeneous 17Joint Compound White 100% Non -fibrous (other) None Detected Non -Fibrous 15140000550017A Homogeneous 18-Sheetroek Brown Whim 10%, Cellulose 90% Noh-fibrous (other) None Detected 151400105.01e Fibrous Homogeneous 18-Tedilre While 100% Non -(brays (other) None Detected Non -Fibrous 1514004050018A Heterogeneous , isapereble paint y ooeWp Iaiw ilrAlded in analysis 19Shestrock Brown/White 10%. Cellulose 90%. Non -fibrous (other) None Detected Fibrous 151400405WIP Homogeneous 19Joint Compound White 100% Non -fibrous (other) None Detected Non -Fibrous 151400105W 19A Homogeneous 20-Shestrock Browrt Whfte 10% Cellulose 90% Non -fibrous (other) None Detected 151400/03-0010 Fibrous Homogeneous - 20Joinl Compound While 100% Non -fibrous (other) None Detected 15140U4050020L1 Non -Fibrous Homogeneous JAN 312014 Jenny Drepefa (30) ^`r• Michelle Leggett; Laboratory Manager Jason Mote (13) or other aWroved signatory EMSL maidais liability Robed no cost d omnysis. This report releles only b me sampb repelled red may not be mpmdLmaQ exap in full, wdnrd wrliten appnnal by EMSL. EMSL bears no reepog6Nly br sample cobec ion edhebs r rurylbN mrnnd UMMAb a. IrdrpmUdion rot we of aM rpJle are se mp"IbIty d Me dml This repart must not be used by On oiled no dam poAsd uMblbrlapM%m.orrdorswwn by NVLAP,NLSTrryagencydineIedwWgowrmenL NontWe organbal4• bound malvids wesed a problem mebb and 0erelov EMSL rsmnmrW grmimebb reOxUm Mr to twysis. Samples received In good wgnm u less OMwlee robed Estimated eoasaq, pwislon aM urceruYgy data Meltable upon repast. Unloa mWaslsd by an cart, W& ft malrMb mredadumd win muNpie Myrs p.a. pn ieun, wallboard. sty» mooned as a single sample. RepoNng limIt is 11% SmVM rayed by EMSL MaydW, h Hmatom TX NVIAP Let, Cod* 102105-0. AZ 0925, CO ALA6356. LA041A TX Win59 i initial report from 01272014 16:10:27 Test Report PLM-7.28.9 Printed: 1272014 4:10:27 PM 5 EMSL Analytical,, 8700 Jamesl Road, Suite 190, Houston, TX T7040 PhonefFax (713) 688-3635 / (713) 888-3845 hnolAv EMSL om houstontabAemll.cor,� Ann: Dan Ward Total Safety-EHS Services 2300 Highway 365 Suite 370 Nederland, TX 77627 Phone: (409) 727-8227 Fax (409) 729-5072 Received: 0127/141:21 PM Analysis Date: 1/272014 Collected: EMSL Order: 151400405 CusbomerlD: icuso CustamerPO: PrgecBD: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/11-93/116 Method using Polarized Light Microscopy Non-Aabosto Asbestos Sample Description Appearance % Fibrous % Non -Fibrous 56 Type 21 Yellow 100% Non -fibrous (other) None Detected 1514004o50o21 Non -Fibrous Homogeneous 22 Yellow 100% Non -fibrous, (other) None Detected. 15/4001050022 Non -Fibrous Homogeneous 23 Yellow 100% Non -fibrous, (other) None Detected 15140p05L023 Non -Fibrous Homogeneous CITY COP EVEI V E JAN 31 20% IF THE APPROVED PLANS MODIFIED, A NEW SUBMI . ,-- - TO THE CITY IS REQUIRED PRIOR Analysts) TO THE CHANGE OCCURRING �,/�_' �� """_ . Jenny Drepels (30) Michele Leggett, Laboratory Manager Jason Mote (13) or other approved signatory EMSL maedeea labagy Ihnhod W wat d ena"s. lbb mport relates ordy Oft samples mpodod and may not be reproduced, a=W In MR wlro A wddm eppmwl by EMSL EMSL bees ro mapmsbMy b sample eopecgon stWUm w enlyticd mW0 d enbadarls. edeprsldiorr ell rw d IW rWb eon Ilue r apoesrod0y d gr died. lids rap*rl must rot be used by er diem W daM pedud oana wtbrl eppattl, or au I amai by NVLAP, MSTor eq age cy d 0e' I QNSMM" Mon4rlebb aryrdeaay bold maLedW$ pesed a poblem meet ed eMMM EMSL nwommeds gnmmeek reduction prim b anMysb. Samples /aided in good ow dllan udses odwwbe Mid: Eebnaled scpsacy. pribion ard uCMhdy dew andabb upon re*wt. lkdm repelled by 0n Wrq b ildhp matMale man fadured W M mudliple Myra (Le. kidsum. w lmowd. etc) am "ed es a sbple sample. Repodbp pm9 is 1% Semple rrymd by EMSL AnoWeal, is Houston, TX NVLAP Lab Code 102105A AZ 0025, CO AL-15355, IA 04125, TX 300159 Initial report from 01272014 16:10:27 Test Report PLM-7.28.9 Printed: 1272014 4:10:27 PM THIS IS THE LAST PAGE OF THE REPORT. 6 t i COMMERCIAL PLAN REVIEW -COVER SHEET / (IIVTERNAL USE) ADDRESS: /�, O Q H,,4 v I V G S. OWNER'S NAME<mi-1re), rC-t AL Lm egf—� PROJECT TYPE: _% ,.� r i �� o C--FI c r k ge. *C NEW:_ ADDN: ✓ HCAD#: O:Zy _ .- J 3L'/- 000 1 HTE LOU: FLOOD ZONE: A USE ZONE: G C- Y/N SUB /DATE RETURNED w ZONING PERMIT _ TAS (ADA) PROOF OF SUBMITTAL (Applicable to Comm. Or Ind.) R-' : .?- .2- N • r . . •Iff NEEDED?. • r r11 DATE OF REVIEW�3 I I / y INSPECTOR: ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK [aS. .S.",l "A Y Rcymtr4-J J)•Ae ; o ,rjv Ci/iuCF�fr&aL CNnag.l. FLL«t, (Lalocni. R�wS� C-yrlJYcrIS . ?L �)wS ni.a cr�n,{ks �' M�•c�n,rrc/�l R�.u�c../ R.c.locnr� F_k»��''•S OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED SACPSh=\DJSPEC1ON DIV1S1CM1nspcCd=\COML PLAN REVIEW COVER SHEErAm Rev. FEB2012 Inspections Division Building Peraut Checklist Page 2 • Y. wUOP/l9l-i.�ll V.pl..p)♦�Nl•P.4.� es or (City Ord 82-35) Yes or Current Certificate of Insurance s /J A Very ^ t 1 "4 �Ja s ,- C �r w . fij-,Mate Law),' --I, `q^'4&-S or • ., �- ° nPlansRj -A'--j rrr� Yr(6k4&Law) Yes rr or :• Structural Fr � (State L e Law) Yes or :• Exterior Elevation Plan Tate Law) Yes or :• Electrical Drawings (State Yes or ❖ Plumbing Dra (State Law) Yes or :• Mec rawings (State Law) e or :• •o age Plan Slab Elevation (if applicable) (State Law) Yes or S:tCPShme\A1SPECTI0N DrVISIONVnspections\Bldg P Checklist ComLdoelo12011 No No No No No No No No A N D N O_ A a_ K*Irks ARCHITECTURE o W N C N 6909 Portwest Drive v m n Houston Texas 77024 ° 713 850 9600 kirksey.com PROJECT TEAM PROJECT NAME 4 AUDU ON NGIN RING AUDUBON ENGINEERING 1200 HWY 146,SUITE 100 LAPORTE, TEXAS 77571 PROJECT ADDRESS 1200 HWY 146, SUITE 100 LA PORTE, TEXAS 77571 KIRKSEY PROJECT NO. 2013293 Q co 04 UTY 'COD' T E h a �D9' 0 .'� . co Ul J IF THE APPROVED PLANS ARE JAN 3 12014 o MODIFIED, A NEW SUBMITTAL -, TO THE CITY IS REQUIRED PRIOR - -- Q TO THE CHANGE OCCURRING. rn T cV 1 T CM 1 T N © 2014 Kirksey 1 Design No. U465 August 14, 2012 Nonbearing Wall Rating —1 HR. 2 3 4 1 5 K*Irks A R C H I T E C T U R E yl G Q 0) M d" O N N C tZ Q� O co J C O Q -0) N M r_ O N o b 1. Floor and Ceiling Runners — (Not shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 1A. Framing Members*— Floor and Ceiling Runners — (Not shown) —As an alternate to Item 1 - Channel shaped, min 3-518 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC —Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV —Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC —Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME Framing System UNITED METAL PRODUCTS INC —Type SUPREME Framing System 1B. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1— For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min D 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO—Viper20TM Track CRACO MFG INC — Smarteffrack2i[)TM, SmartTrack20TM MARINOMARE, DIV OF WARE INDUSTRIES INC — Vipe201 Track PHILLIPS MFG CO L L C — Vipe201 Track TELLING INDUSTRIES L L C—Vipe20TM Track 1C. Floor and Ceiling Runners — (Not shown�—For use with Item 2C- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1D. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1 C — For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProTRAK 1 E. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1 D — For use with Item 2E and 41 only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C—TRUE-TRACK" 1 F. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1 E — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-518 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max KIRII (HONG KONG) LTD —Type KIRII 1 G. Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1 F — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide, attached to floor and ceiling with fasteners spaced 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. gals steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINOMARE, DIV OF WARE INDUSTRIES INC—Vipe20TM Track VT100. 2. Steel Studs — Channel shaped, 3.5/8 in. deep (min), formed from min No. 25 MSG gals steel spaced 24 in. OC max. Studs to ba cut 314 in. less than assembly height. 2A. Framing Members*— Steel Studs — As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 314 in. less than assembly height _ ALLSTEEL & GYPSUM PRODUCTS INC —Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV— Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC —Type SUPREME Framing System UNITED METAL PRODUCTS INC —Type SUPREME Framing System 2B. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — For use with Item 1 B, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height CALIFORNIA EXPANDED METAL PRODUCTS CO—Vipe20TM CRACO MFG INC —SmarterStud20TM, SmartStud2l[) ' MARINOMARE, DIV OF WARE INDUSTRIES INC —Vipe20TM PHILLIPS MFG CO L L C — Vipe201 TELLING INDUSTRIES L L C—Vipe201 2C. Steel Studs — (As an alternate to Item 2, For use with Item 4E) Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 518 to 314 in. less than assembly height 2D. Framing Members*— Steel Studs — As an alternate to Items 2 through 2C- For use with Item 1 D and 4G only, channel shaped studs, min 3-518 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 112 in. less than assembly height CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA BUILDING SUPPLIES— ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD STEEL STRUCTURAL SYSTEMS L L C —TriS ProSTUD 2E. Framing Members*— Steel Studs — As an alternate to Items 2 through 2D- For use with Item 1 E and 41 only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height TELLING INDUSTRIES L L C —TRUE-STUD"' 2F. Framing Members*— Steel Studs — As an alternate to Items 2 through 2E- For use with Item 1 F, channel shaped studs, min 3.518 in. wide fabricated from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height KIRII (HONG KONG) LTD —Type KIRII 2G. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 through 2F - For use with Item 1 G. Proprietary channel shaped studs, minimum 3-518 in. wide, Studs to be cut 112 in. less than the assembly height STUDCO BUILDING SYSTEMS — CROCSTUD C 3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product Nominal dry density of 3.0 Ib/ft3. Altemate application method: The fiber is applied with U.S. Greenf!ber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C — Cococn2 Stabilized or Cocoon-FRM (Fire Rated Material) 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic H. NU -WOOL CO INC — Cellulose Insulation 3C. Fiber, Sprayed* —As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP —Celbar-RL 4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. ACADIA DRYWALL SUPPLIES LTD — Type X AMERICAN GYPSUM CO —Types AG-C, AGX-1, M-Glass BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1. CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. CERTAINTEED GYPSUM INC — Types 1, EGRG, GlasRoc, Type X, Type C, SilentFX, 5/8" Easi-Lite Type X. CERTAINTEED GYPSUM CANADA INC — Type C, Type X, Type Abuse -Resistant, 5/8" Easi-Lite Type X. GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, IDS, GPFS6, I.S. LAFARGE NORTH AMERICA INC—Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-CIA, LGFC-WD, LGLL(. NATIONAL GYPSUM CO —Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSL PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types PG-C, PG-9, PG-1 1, PGS-WRS. PANEL REY S A — Types GREX, PRX, RHX, MDX, ETX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1 TEMPLE -INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X, Type X ComfortGuard Sound Deadening Gypsum Board. UNITED STATES GYPSUM CO —Type AR, C, FRX-G, IP-AR, I1341, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX. USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. CGC INC — Types AR, C, IP-AR, IP-XI, IP-X2, [PC -AR, SCX, SHX, WRC or WRX. CERTAINTEED GYPSUM INC — Type X, Type C. CERTAINTEED GYPSUM CANADA INC — Type X, Type C. GEORGIA-PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS. LAFARGE NORTH AMERICA INC —Type LGFC6A, LGFC-C/A UNITED STATES GYPSUM CO — T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX,, USGX (Joint tape and compound, Item 5, optional for use with Type USGX). USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, ]PC -AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 314 in. thick, 4 It wide, installed as described in Item 4A with screw length increased to 1-1/4 in. CGC INC — Types AR, IP-AR. UNITED STATES GYPSUM CO —Types AR, IP-AR. USG MEXICO S A DE C V — Types AR, IP-AR. 4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B - Nom. 518 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing. TEMPLE -INLAND — GreenGlass Type X. 4D. Gypsum Board* — As an alternate to Items 4, 4A, 413, and 4C - Nom. 5/8 in. thick gypsum panels applied horizontally. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Gypsum panels fastened to framing with 1 in. long Type S steel screws 1-1/2 in. from board edges, 3 in. from board edge and every 8 in. OC in the field. Screws spaced a max 12 in. along the top and bottom edges of the wall. NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW. 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 in. thick, 4 f . wide, paper surfaced, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 8 in. OC. Not to be used with item 6. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4F. Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item B 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. RAY -BAR ENGINEERING CORP—Type RB-LBG 4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 518 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. LAFARGE NORTH AMERICA INC—Type LGFC6A, LGFC-C/A NATIONAL GYPSUM CO — Types FSW UNITED STATES GYPSUM CO —Type SCX 4H. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4G) — Nominal 518 in. thick, 4 It wide panels, applied vertically and secured as described in Item 4. SERIOUS ENERGY INC — Types QuietRock ES, QuietRock 527. 41. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1E and 2E only, 5/8 in. thick, 4 It wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. UNITED STATES GYPSUM CO —Type SCX 4J. Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-114 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A). MAYCO INDUSTRIES INC —Type X-Ray Shielded Gypsum 4K. Gypsum Board* — (As an alternate to Item 4 and 4A, not for use with Items 1D,1 E, 2D and 2E) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 4L. Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 It long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification Q01-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5. Joint Tape and Compound —Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3132 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel — (Optional -Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 112 in. long type S-12 pan head steel screws. May not be used with Item 4F or 4J. 6A. Steel Framing Members (Not Shown)* — As an alternate to Item 3, furring channels and resilient sound isolation dip as described below: a. Furring Channels — Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No.18 SWG galy steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Framing Members* —Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and segued to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into dips. PAC INTERNATIONAL INC — Type RSIC-1. 6B. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into dips, and then dips are secured to the stud with min.1 in. long Type S-12 pan head steel screws through the center hole of the dip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC —Type RC Assurance. 7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 It wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturers recommendations. When the QR-510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) istare to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS ENERGY INC — Type QuietRock OR-510. 8. Mineral and Fiber Board* — (Optional, Not shown) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws, spaced 12 in. OC. The required UL Classified gypsum board layer(s) islare to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO — Homasote Type 440-32 9. Lead Batten Strips — (Not Shown, For Use With Item 4E) - Lead batten strips, min 1-1/2 in. wide, max 10 It long with a max thickness of 0.125 in. Strips placed on A the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C'. Lead batten strips required behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips — (Not Shown, for use with Item 4J) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min.1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grades "A, B. C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4J) and optional at remaining stud locations. 10. Lead Discs or Tabs — (Not Shown, For Use With Item 4E) - Used in lieu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 314 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4E) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purfty of 99.9% meeting the Federal specification QQ-L-201f, Grade 'C'. 1OA. Lead Discs — (Not Shown, for use with Item 4J) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.9% meeting the Federal Specification QQ-L-201f, Grades "A, B, C or D". *Bearing the UL Classification Mark VVl'1LL. J/JL - - 2 3 4 1 LEGEND EXISTING TO REMAIN, N.I.C. ® = AGGREGATE OCCUPANT LOAD EGRESS COMPONENTS TRAVEL DISTANCE TO EXIT PH PANIC HARDWARE FE FIRE EXTINGUISHER CABINET 2 HOUR RATED ENCLOSURE //; 1 HOUR RATED ENCLOSURE EXIT SIGN (PER MEP DRAWINGS) CIA A C IF THE APPROVED PLANS ARE ,,AODIFIED, A NEW SUBMITTAL 0 THE CITY IS REQUIRED PRIOR J THE CHANGE OCCURRING. A urpLIANU a LEVEL 1 LIFE SAFETY PLAN I A5 5 6909 Portwest Drive Houston Texas 77024 713 850 9600 kirksey.com PROJECT TEAM o � l.L. \5�°°�` RAY I.. ° 9118 ° °°PC:) TF c 0 F odor' 21 JANUARY 2014 PROJECT ADDRESS 1200 HWY 146, SUITE 100 LA PORTE, TEXAS 77571 KIRKSEY PROJECT NO. 201 3293 KEY PLAN r----- SHEET TITLE Life Safety Plana - JM312©14 y °Y. �.. SHEET NUMBER 1A0.30 © 2014 Kirksey 1 1 2 3 4 4 L K*irks A R C H I T E C T U R E rn c'M O N T_ N a 0 CU J C O Q -O N A T O N TI C GENERAL NOTES A. Refer to Project Information Sheet for legend of Reference Symbols and other graphic indicators/symbols. B. General Contractor shall execute all work within the regulations of the building for demolition, removal of debris from the building and scheduling (including overtime hours). Contact Building Management for any written regulations. C. General Contractor shall provide all labor, equipment and services as required to complete the demolition and removal of all items as indicated on these plans or as otherwise directed in writing by the Architect. D. General Contractor shall verify existing conditions and, in the event of any discrepancies, obstructions or conditions other than shown, stop work and notify the Architect. All costs associated with the continuation of work prior to the Architect's written approval from the point of discovery shall be the responsibility of the General Contractor. E. The General Contractor shall provide a full height polyethylene sheet seal to separate area of work from occupied and/or public areas. This seal shall be kept closed at al times while demolition and construction is in progress. Maintain egress routes as required by all applicable codes. F. The General Contractor shall protect all items to remain including, but not limited to, existing partitions, ceilings, flooring, windows, miniblinds, doors and frames, elevators, electrical and HVAC equipment. G. The construction site shall be maintained in such a manner to reduce excessive dust and debris during construction. H. The general contractor shall employ a system of temporary lights throughout the areas of work at all times. Comply with all required regulations & applicable codes for safety procedures. B I. No work shall be executed on core area (shown hatched) unless otherwise noted on plan. J. All demolition shall adhere to the regulations of the Environmental Protection Agency and Texas Department of Health (TDH). General Contractor to request MSDS sheets identifying all asbestos -containing building materials (ACBM)from Property Management. If not in compliance with TDH, the General Contractor shall coordinate an inspection for ACBM of the affected areas, by an accredited inspector. A copy of the inspection report must be produced upon request by the TDH. Should any environmental hazards exist, the General Contractor shall notify the Architect and the Property Management Company immediately. K. All electrical and communication outlets shown to be removed and/ or existing abandoned outlets shall be terminated and wiring removed to the greatest extent possible. All unused branch wiring shall be demolished back to the junction box serving the branch circuit and all unused home runs shall be demolished back to the panels. All associated wire, conduit, and hardware shall be demolished and removed from the site. Where floor outlets are removed, provide abandonment cap and seal to maintain fire rating. Remove all abandoned telephone and data cabling from plenum. L. All existing construction above ceiling not applicable to existing construction to remain shall be demolished and removed. If any element is in question, notify Architect for determination. M. Existing doors and frames shown to be removed shall be removed carefully and stored for reuse or placed in building stock. N. The General Contractor shall notify Architect and the Property Management Company of any items shown to remain that, in the opinion of the General Contractor, will be damaged or destroyed by the work shown on this plan. 0. Notify Property Management prior to the disabling of any fire alarm devices. All fire alarm devices that are not disabled, but temporarily removed from ceilings or walls as a result of selective demolition should be properly suspended above the ceiling to prevent damage or false alarms during construction (in no case shall device be suspended by its own alarm wiring). P. Upon completion of demolition, the General Contractor shall leave all areas broom clean (at a minimum). Q. Existing ceiling grid, tile and lights to remain, unless otherwise noted. Protect against damage during construction. R. General Contractor shall use demolition techniques that minimize airborne dust as much as possible. PLAN NOTES ORemove existing sliding glass pass thru and salavage to relocate. (D Demolish area within wall to prepare for sliding glass pass thru relocation. ORemove existing sliding partiton. Existing ceiling track to remain. OAll existing 2'-0" x 4'-0" recessed fluorescent fixtures to be relocated, not removed from site. OExisitng 2'-0" x 2'-0" supply diffuser to be relocated. Salvage device and flex duct if possible. s0 Exisitng 2'-0" x 2'-0" return grille to be relocated 0 Remove existing carpet in this area. A ORemove existing woodwork and flooring in this room. DEMOLITION LEGEND F� Existing door, partition and/or element to remain -protect against damage during demolition. Existing door, partition and/or element to be removed/ relocated. 3 GENERAL NOTES A. Refer to Project Information Sheet for legend on Reference Symbols and other graphic indicators/symbols. B. All doors to be relocated unless noted otherwise. C. All door hardware to be relocated unless noted otherwise. D. All new walls to be "Type E2", unless noted otherwise; refer to partition details. Head track condition and details to match existing.No work shall be executed in the hatched area, unless otherwise noted. E. Dimensions are to face of finish material, unless noted otherwise. Dimensions to exterior walls are to finished face of sill wall. Clear dimensions shall not vary and are measured at the floor line. F. For existing partitions to remain, patch and repair to like new -condition. G. All new partitions are to be perpendicular or parallel with core or exterior window wall elements, unless noted otherwise. Center partitions on columns or mullions, unless noted otherwise. H. New construction that meets existing construction in the same plane shall be flush without visible joint, unless noted otherwise. I. Where reusing existing doors and frames, make note of any door undercuts that exceed 1/2" A.F.F. in the new location, in order to determine if corrective action is required. J. General Constructor to coordinate repair of damaged windows with Property Management/building owner. K. All rooms are offices, unless otherwise noted. L. General Contractor to verify that all existing demising and Server Room walls are full height to deck. Add partition above ceiling if required. Notify Architect immediately if any other walls extend to deck. M. Replace all non-ADA compliant door hardware with lever hardware in accordance with building standards. Reuse hardware to extent possible. PLAN NOTES ORelocated existing sliding glass pass thru. Match exisitng mounting height. 20 Install carpet from building storage to match Workstations 110. ORelocated door from demoltion scope and/or building storage. Verify hardware with teant. OExisting millwork to remain. ORelocate existing thermostat, refer to reflected ceiling plan for location. FLOOR PLAN LEGEND J Existing door, partition and/or element to remain -protect against damage during demolition. New door, partition and/or element to remain -protect against damage during demolition. 4 FBI C 6909 Portwest Drive Houston Texas 77024 713 850 9600 kirksey.com PROJECT TEAM o�oa0000�oo ti RAY (rJq o00000 9118 ooP� QQrh,Oo �V0 0��0 21 VJANUARY 2014 PROJECT ADDRESS 1200 HWY 146, SUITE 100 LA PORTE, TEXAS 77571 Cl I y� C11),­,-, v KIRKSEY PROJECT NO. 2013293 T4P APPROVED PLANS ARE -0, A NEW SUBMITTAL 'ITY IS REQUIRED PRIOR CHANGE OCCURRING. Os A 5 F_ KEY PLAN r — — — — SHEET TITLE Demolition and Floor Plan SHEET NUMBER IA2.10 © 2014 Kirksey _ —CEIVE JAN 3 12014 1 2 1 f+: 3 4 P L Keirks A R C H I T E C T U R E N rn co O N T_ N C CL 0 co J C O Q T_ A O N LC C B GENERAL NOTES A. Refer to Project Information Sheet for legend of Reference Symbols and other graphic indicators/symbols. B. This plan is for location of outlets, furnishings, equipment and related architectural notes. Refer to Engineers' electrical plan for circuiting. Notify Architect and stop all work on affected areas if any discrepancies exist between architectural plans, engineering plans and existing conditions. Any work done prior to Architect's written authorization to proceed shall be at the general contractor's risk. C. General Contractor to provide empty outlet box and pull string to ceiling plenum above at all communications, thermostat, security and misc. control outlets as shown on this plan, engineered drawings, mechanical drawings and other plans & drawings as provided by other vendors and consultants. Where these locations occur in insulated partitions, Contractor to provide conduit and pull string to ceiling plenum. Tenant's cabling vendor to provide and install all necessary cabling and blank coverplates at existing telephone / data receptacles not being used. D. Contractor shall comply with all applicable federal, state and local codes. E. Re -use existing outlets, as possible, that are within 18" (laterally) of location shown, unless otherwise dimensioned on plan. Ensure conformance to all specifications as outlined here and in engineered electrical plans. F. All outlets shall be mounted at 18" A.F.F. to centerline, unless noted otherwise. G. New outlets located behind millwork shall be located at 42" A.F.F., unless otherwise noted. If any discrepancies exist, notify Architect immediately. H. All electrical, communications and miscellaneous outlets shall be mounted plumb, secure and tight to the wall and at the same height, unless noted otherwise. I. Gang adjacent outlets with one cover plate as possible. J. Outlets dimensioned are to centerline of fixture or group of fixtures. Architectural dimensions take precedence over Engineer's drawing for all fixture locations. K. Outlets located back to back are to be staggered either side of an intervening stud. L. All electrical, communications and other outlet cover plates shall be consistent in color and match existing, match building building standard, or to be selected by Architect. Contact Architect during submittal process for determination of color. M. Provide GFCI protection at outlets as required by code. N. General Contractor to verify all core drills in field to avoid any existing structural elements (beams, pipes, mechanical units and the like). Notify Architect of any discrepancies prior to proceeding. Contractor to x-ray and/or verify structural components as required by field conditions and/or by building owner. P. Electrical subcontractor shall provide a rated assembly to match adjacent conditions at all new, existing or abandoned wall and floor penetrations. Where floor outlets are removed, provide abandonment cap and seal to maintain fire rating and in such a manner without a noticeable deflection or rise in carpet or finished floor surface. Final determination shall be made by Architect. Q. Every office and workstation has one personal computer. PC outlets to be designated with gray receptacles. R. All equipment is to be provided and installed by tenant, unless noted otherwise (refer to Equipment Legend). S. The General Contractor shall coordinate all floor and wall outlet locations for systems furniture with the furniture installer. Contact furniture installer directly. T. General Contractor to coordinate with Tenant for telephone and cable requirements, provide and install all necessary blank cover plates at existing telephone / data receptacles not being used. Include cost as a separate line item. PLAN NOTES ORe-use existing furniture in -feed. Provide new j-box for data cabling. 20 Provide wall mounted J-box furniture feed for power/data connectivity. Confirm exact location with architect and furniture vendor. EQUIPMENT LEGEND A All equipment provided by tenant. ADCA /1CIAIfNDV GENERAL NOTES A. Refer to Project Information Sheet for legend of Reference Symbols and other graphic indicators/symbols. B. Reflected ceiling plan is for lighting location and architectural notes only. Refer to Engineer's electrical lighting plan for switching, circuiting and specifications. C. Refer to Engineering plans for fire alarms, ADA visual strobes, smoke detectors and exit sign locations. Complete life safety systems installation and Texas Accessibility Standards (TAS) requirements to be coordinated by General Contractor. Contact Architect for approval of locations of devices installed in gypsum drywall ceilings and/or "premium" or "upgraded" spaces. D. Refer to mechanical plan for supply registers and return air grille locations, unless noted otherwise. E. Any discrepancies between the architectural reflected ceiling plan, Engineer's electrical lighting plan and mechanical plan to be brought to Architect's attention prior to proceeding. - - - - F. New structural elements or equipment (i.e. HVAC units, ductwork, plumbing, electrical) shall be located so as not to interfere with any other portion of new construction as shown. If a conflict occurs, stop work in affected area and notify architect immediately. G. Where existing ceiling remains, suspension system to remain continuous throughout, unless otherwise noted. No main tees shall be cut unless noted on drawings. Notify Architect if lighting conflict occurs. Repair damaged grid where sagging or broken. H. Coordinate with Building Management to repair leaks at and above ceiling. Repair any water damage and replace discolored tiles. I. All fluorescent lamps shall be a consistent color and shall match building standard, unless specified otherwise. J. All private offices and conference rooms shall be individually switched, unless noted otherwise. K. Existing 2'x4' ceiling grid and acoustical tile to remain. Repair, clean or paint damaged grid and replace discolored tiles as required. Do not mix old and new tiles in the same space. L. Existing 2'x4' fluorescent light fixtures to remain. Clean and repair or replace diffusers and lenses to appear like new. Provide new fixtures to match existing where required. PLAN NOTES O Relocated 2'-0" x 2'-0" supply diffuser ORelocated 2'-0" x 2'-0" return grille ORelocated wall mounted exit sign. ORelocate existing t'stat. LIGHTING FIXTURE LEGEND Symbol Specification Lamp(s) Relocated 2x4 fluorescent fixture IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. FBI A 6909 Portwest Drive Houston Texas 77024 713 850 9600 kirksey.com PROJECT TEAM ti P'� RAY W i 9118 OFo�oo�P� lF E a 21 JANUARY 2014 PROJECT ADDRESS 1200 HWY 146, SUITE 100 LA PORTE, TEXAS 77571 KIRKSEY PROJECT NO. 2013293 KEY PLAN r - - - - - SHEET TITLE Power and RCP JAN 3 120414 ►'0 rot-% SHEET NUMBER IA2.11 4 5 © 2014 Kirksey 1 3