Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
RMDL2003-03080 BAYLISS LEASE SPACE 3206 LONGMIRE DR C BUILDING PERMIT
j 0 I- 01- ►bhm f e 1 • • • 0 PREPARED 12/23/03, 12:01:53 INSPECTION TICKET PAGE 10 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/23/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 3206 LONGMIRE DR C SUBDIV: PONDEROSA PLACE #1 CONTRACTOR PREMIER BUILDERS PHONE (979) 695-7766 OWNER SUMAYA, CIRO V PHONE PARCEL 509500-0021-0030 APPL NUMBER: 03-00003080 COMMERCIAL, REMODEL/RENOVATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B115 01 12/01/03 OC BLDG, FRAMING TIME: 17:00 12/23/03 AP 12/01/2003 12:00 PM GCARRILLO OSCAR TO SIGN B125 01 12 23/03 BiT BLDG, FINAL TIME: 17:00 OC 12/23/2003 11:00 AM MALFORD O� -------------------------------------- COMMENTS AND NOTES-------------------------------------- 4c K3�eeJ S ijq,04 +hfv Sent By: Premier Builders, Inc.; 979 696 6544; Nov-5-03,15:16; Page 1/1 FAX Premier Builders, Inc. 1-700 George Bush East Suite 100 College Station, Texas -715.40 Number of pages including cover sheet: Phone: 7� 3� Fax: 1'I'le Remarks: From: David Beach 'hone: N11) 6q5-7766 Fax: ('1'7q) 696-6544 Mand i Alford - Re Calling for„CO on 3206 Longmire _ C Page 1 From: Steve Smith To: Anthony Hamilton; Bridgette George; Gina Carrillo; Jerry Duffey; Lance Simms; Pete Garcia; Raymond Olson Date: 1/9/2004 4:34:11 PM Subject: Re: Calling for CO on 3206 Longmire - C Ray said it's OK >>> Gina Carrillo 1/9/2004 12:19:46 PM >>> BP # 03-3080 Bayliss Lease Space 40aft CC: Mandi Alford; Melissa Rodgers; Susan Stanley Gina Carrillo - Re: Calling for CO on 3206 Longmire C , . Page 1w From: Pete Garcia To: Anthony Hamilton; Bridgette George; Gina Carrillo; Jerry Duffey; Jon Mies; Lance Simms; Raymond Olson; Steve Smith Date: 1 /7/2004 1:32:10 PM Subject: Re: Calling for CO on 3206 Longmire - C I still have not received the backflow report for the lawn irrigation. >>> Gina Carrillo 12/29/2003 2:15:20 PM >>> BP # 03-3080 CC: Mandi Alford; Melissa Rodgers; Susan Stanley Gina Carrillo -„Re Calling for CO on 3206 Longmire C _.., t , Page 1 [ From: Pete Garcia To: Gina Carrillo Date: 12/31/2003 12:38:36 PM Subject: Re: Calling for CO on 3206 Longmire - C We need the backflow report for the lawn irrigation for this address. >>> Gina Carrillo 12/29/2003 2:15:20 PM >>> BP # 03-3080 CC: Bridgette George; Susan Stanley Gina Carrillo - Re: callin9for Page 1 n .�., .,�.. ...... . ..... ... r r..... From: Raymond Olson To: Gina Carrillo Date: 12/29/2003 4:06:03 PM Subject: Re: calling for CO They need name of business, no smoking sign and the exit language to be read from the inside of the door. >>> Gina Carrillo 12/29/03 10:38AM >>> 3206 - C Longmire BP # 03-3080 0 Standard Abbreviations Index of Drawings COVER PROJECT INFORMATION A/C AIR CONDITIONING ACOU5 ACOUSTICAL TEXAS ACCESSIBILITY STANDARDS ADJ ADJUSTABLE TA5 DETAILS AFF ABOVE FINISH FLOOR ( SLAB) T FIN FL FLA FLUFRIOR F5 FT FURN GA 6ALV &FN GYP BD HG HVW HORIZ HVAC HW I6 ID INWrS-UL. LAM MAX ANNUF. MEDH MERCH MIN. MO MTL O.G, O.D. PART PB PLUMB PLYWD PROP I PVC PVM'T G ARCHITECTURAL OUT Al DIMENSIONED FLOOR PLAN �>L JOINT A2 FINISH PLAN # SCHEDULE T PROJECT: =TE MASONRY UNIT S A 1.... I S S LEASE J•,,� E A S E S P A� E ETE MECHANICAL, ELECTRICAL d PLUMBING I ,TER E1 ELECTRICAL PON M PLAN IN6 SPECIFICATIONS 5T FAN ITION JOINT Simi 5PECIFIGATION5 5P2 SPEGFICCATIONS TION 21GAL WS 5PEGFK.hTIONS ENCY 5P4 SPECIFICATIONS 5P5 SPECIFICATIONS IOR 5P6 5PEOFI.ATION5 NHEIT DRAIN 51,17 SPECIFICATIONS 5P5 SPEGFICATION5 OAD AMPS 5P9 5PECIFICATIONS -SCENT iLA55 REINFORCED PLASTIC CONTRACTOR AULT INTERRUPTER t A/C R 5QUARE FOOT !R SQUARE INCH L CHLORIDE IN PER MINUTE T NEUTRAL ; SPECIFICATIONS STANDARD Suite "GI' (Interior Finish Out Suite "G" ONNE : Giro V. Sumaya 1505 !Nest Villa Maria Road E3ryan, Texas -7-7505 (cfia) llcl"13-75 C0/1MA&A— CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE ER NOTES ON PERMIT NOFyrfiS PELANS/SHEETS BY DAT DESIGN: Premier Designs (36 U "185-3053 CONTRACTOR Premier 5uilder5, Inc. Suite IS" ��� I Id�;�rl— r���//,I � _ ■� PJ�_ _—�MAI / CITY OF COLLEGE STATION Building Inspection Department Received -�OT Reviewed I6-�'d3 Suite "All N/-, am Id TYP TTYPOP I_A�TTOM VERT VERTICAL WVTR VENT THTHROU&H ROOF W/ WITH WD WOOD W WATER RE515TANT WWF WELD WIRE FABRIC PRINTED: OGTOBER, 2005 T' 12" IF DOOR HAS LATCH d CLOSER FRONT APPROACH ........................... .......................................... I. 4' -6' .......... i .... ............... .. .................. 1 UP;IWA ............................... 5'—O' IF DOOR HAS ATCH d CLOSER 2'-0" O IF DOOR HAS d LATCH d CLOSER iIF DOOR HAS :LATCH d CLOSER TYP. MIN. DOOR APPROACH CLEARANCES 3.-0. 3'-O" J e OPTIONAL 5TAGKED LETTERS �--- SHELF NOT TO EXTEND BEYOND FACE OF PHONE REST ROOM S16NA&E LOCATION ELEVATION OF PHONE SANK 4 2'-6" TYP. MIN. CLEAR FLOOR SPACE NOTE: DOOR CAN NOT SWING INTO ANY CLEAR FLOOR 5PAGE. I'-6" TYP. RESTROOM DIMENSIONS ADD 36" IF THERE IS STALL DOOR AND IT 5NIN65 IN NOTE: WHEN "X" 15 ( 20" "Y" SHALL BE 48" MAX. WHEN "X' 15 20' to 25"; "Y" SHALL BE 44' MAX "X" SHALL BE < 25` "Z" SHALL BE > ..X" RV IMI FORWARD REACH LIMITS NOTE:ALL EQUIPMENT, RECEPTACLES, 5WITCHE5, THERMOSTATS, AND DEVICES ALONG THE ACCESSIBLE ROUTE SHALL CONFORM TO TA5 SECTION 4.2-7. 3 d 4.2-1.4 56" WALL MOUNT MIN. 5q" FL. MOUNT MIN. 54" MIN. NOTE: 1) GRAB BAR5 TO NITH5TAND 250 POUNDS / LIN. FT. 2) EXP05ED LAVATORY DRAIN 8 SUPPLY LINES TO BE INSULATED, 5) THERE 15 TO BE NO SHARP OR ABRASIVE SURFAGE5 UNDERNEATH LAVATORIES. rn q LLk b � • OON� c ut 0 �0P� a�u H M L 1 1 1 I� ALL DOTTED HALLS TO BE REMOVED JI ii..• �. EXIST. GOL. i ALL DOTTED WALLS TO BE REMOVED �j EX I ST I N6 FLOOR PLAN L- ' �I WALE, 1 /e" = I ' -o" MIN. MIN. MIN. 2'-0" i. 2'-0 2'-0" WALL FINISH NOTE: APPLY NONABSORBENT WALL FINISH MIN. 24" BEYOND N/G d URINAL (AS SHOWN) FROM FLOOR TO 45" A.F.F. 11 RESTROOM WALL FIN 15H =DET. SCALE: 1/8"=1'- DOOR, SCHEDULE TYP. DOOR AS FOLLOW5 (UNLESS NOTED OTHERWI5E): ALL INTERIOR DOOR5 TO BE METAL FRAME WITH PLASTIC LAMINATE OVER SOLID WOOD CORE DOOR. BUTTS- 5TANLEY F55-1-19 U52612 1� FAIR EA. LOCK 5ET- 5CHLA&E PRIVACY AL405, 626 SATIN CHROME UNDERCUT DOOR I" FOR RETURN AIR. I S-Ox 7-O 2 eTN s 4 5 b l 8 a 10 I I 3-0x-1-O N�� .rmp boo 0 0p a�u O a z o--� L Al r� MIN, - MIN. MIN. 2'-O• 2'-0' 2'-O• J (� t (MT'19 0 0 jy(jQj to f/) w 0 ABSORBENT WALL FINISH 0 i Q NOT&: A, O RMI Yiv APPLY NONAB50RDENT HALL FINISH MIN. 24' BEYOND H/C C URINAL (A5 ISHI O a '4 \% FROM FLOOR TO 46' A.F.F. BY PA NTFV TYP. RESTROOM WALL FINISH DEL. H Z H� V W � m L V' O L ■ ® ® ® ®/ ■ A Q o �C a 77 L ® \ 3 V ® EXIST. LIGHT FIX yL ® W In v L 9-4 7- C bRYOP BD. GEIL Nb TO REMAIN. EXI5TIN& b TO BE ENEEDED. �� ATCHED CH D AOCATED(REP. GEIL N5 TO DE PT5 L s _ RMML=TW Gl'_ I L I Nb PLAN 5CALE: "2'-I'-O' s v ROOM P I N I SH PLAN SCALE: 3/32•_I'-O• Q A2 ROOM IR.00R BASE TRIM WALLS GCILIN6 APP.9�0' i=1NI5H SGHEDUL)= 3 NOTE; MRI ROOM >• 114 TO BE COMPLETELY SHIELDED (FLOOR, WALLS t GEILINb) BY OTHERS. IWLLS Q QU Dooiz TD BIZ3 SHIELDED w/ LEAD. ! ry EXPOSED COLUMN IN READINb RM. � IIO TO O MATCH DOOR FRAME METERS 1 DIaGONNEGTS C' t ®® ® I, �0ot meth. rm. o� u a�U It 111 -"� N Rv' z 14 V 11i i � 1 1 IU O 1 1 }' m P z IL ® EX15T. LIGHT FIXTURE ROOM5 101, 102, 103, 104 d 105, EXI5TIN5 0 GYP. BD. GEILINS TO REMAIN. EXI5TIN5 1� LIGHTS TO BE RELOCATED (REF. G.G). J w GEILINS TO BE PATCHED A5 NEEDED. HJ ` � Q w� uj J w +kV ELECTRICAL POYVER 4 LI&HTIN6 PLAN �� SYMB. DESCRIPTION � DUPLEX RECEPTACLE � 20b RECEPTACLE Q THERMOSTAT Q COMMUNICATION JACK ® PLUSH FLOOR DUPLEX RECEPTACLE aO JUNCTION BOX -1� SWITCH ® G.A.T. 55 GABLE OUTLET - STUB UP 1"CONDUIT AT EA. OUTLET TO P.A.G.S. RM. Q T1 HIGH SPEED INTERNET GABLE PORT TO P.A.G.S RM. PANEL � '- ■■®�'::'gym■■ ■■®%::gym■■■�■■■ ■■®�::gym■■ SECTION 01010 - SUMMARY OF THE WORK A. 5GOPE: The Work, as defined In the General Conditions and described in the Contract Documents is summarized as follows: Construct a single story retail facility of wood frame construction with a masonry veneer , single ply membrane roof on plywood decking, aluminum windows and entrances, Interior drywall partitions, millwork, hollow metal doors and frames, acoustic ceilings, floors, finishes, toilet room accessories, equipment, site work, and mechanical, plumbing and electrical work. B. PRIOR ENTRY: I. Owner reserves right of prior entry to completed and partially completed areas for performance of other Work to be performed under other contracts. 2. Confine construction operations, materials, and equipment storage, apparatus, temporary construction, equipment, and other construction related activities to such limits and portions of the Project Site as designated by the Owner, or as indicated on the Drawings. 3. Do not use adjacent properties, including private properties and that of public domain, for material and equipment storage or for construction operations without specific written approval of any and all authorities having full and proper jurisdiction. SECTION 01016 - OWNER PROVIDED DOCUMENTS A. GOPIE5 OF CONTRACT DOGUMENT5: The Owner will supply to the Contractor, up to 10 sets of Contract Documents, free of charge, for construction purposes. Additional copies will be available to the Contractor if he pays the cost of reproduction. B. GOPIE5 OF 5UPPLEPENTARY CONTRACT DOGUMENT5; The following Owner provided documents are hereby designated as Supplementary Contract Documents. The Project Designer does not guarantee their contents as to accuracy, completeness, or suitability. I. 5olls Report, WA 2. 5urve y. SECTION 01025 - MEASUREMENT AND PAYMENT A. PROCGRE55 56HEDULE AND G05T BREAKDOWN: Within 21 days after execution of Contract, submit, in acceptable form, anticipated progress schedule showing subdivision of Contract Into various items of permanent construction, stating quantities and prices, as basis for computing value to Owner of permanent usable parts of facility to be paid for on monthly estimates. No payment will be made to Contractor until such schedule has been submitted and approved. B, PROGRE55 PAYMENT5: ,Monthly payments will be made on value of completed work and materials suitably stored at site, less retainage. Owner will not pay for materials stored off -site. Payment by Owner will be made within a reasonable time from date Contractor's application is received. I. RETAINA6E: Retainage of 10% of amount due Contractor Hill be held by Owner until 30 Days after Substantial Completion. SECTION 01010 - DEFINITIONS A. THE CONTRACT DOGUMENT5: The Drawings are those enumerated in the "List of Drawings" and Identified in the Contract. The Drawings, in many instances, are schematic and do not define exact locations of every part and piece of Work. Items furnished may vary in dimension and in other ways from the specific items called for in the Contract Documents. In such cases, determine exact position of each part by "on the job" measurements, drawings from equipment manufacturers, aid coordination with other Work. B. 5PEGIFIGATION5: I. The Format of the Specifications divides the Work Into Major Divisions and Work 5ections and attempts to group the Work in each 5ection by source of material or by trade, solely for the convenience of the users. No trade jurisdictions are intended or implied. 2. The outline form and Imperative voice are typically used to omit repetitious use of words or word groups (such as "furnish and Install", "Contractor shall", and other similar statements) and to call for the type of materials and methods and limit of their use in the briefest possible manner. Such words omitted from the text shall be construed to be included just as if they were repeated each time. G. MINIMUM COMPLIANCE 5TANDARD5 AND INOU5TRY 5PEGIFIGATION5: Materials and operations specified by reference to published specifications of a manufacturer, a society, an association, a code, or other referenced standard, shall comply with the current requirements of the referenced document, officially published on or before the date of receipt of bids. SECTION 01410 - TESTIN6 LABORATORY SERVICES A. An independent testing laboratory may be selected by the ben. Contractor to Inspect and test the materials and methods of construction as hereinafter specified for compliance with the Gontract Documents. B. The Gen. Contractor will pay for the initial laboratory services of materials that comply with the requirements of the Contract Documents. The site work Sub Contractor shall pay for testing and retesting of materials that do not comply with the requirements of the Contract Documents. G. 5TRXTURAL GONGRETE; I. A66RE6ATE TE5T5: Check the proposed aggregate in accordance with A51'M G 33. 2. MIX DE516N: Check the proposed mixes For proportions, water cement ratio and slump in accordance with AGI 613 MCI 318. 3. 51-UMP TE5T5: Take slump tests per A5TM G 143 at the beginning of each days pouring operations and whenever water adjustments or noticeable change of slump occurs. 4. SAMPLING: a. Make three standard cylinders at the beginning of each placement. Take extra samples at noticeable change In the concrete makeup. b. Take three additional test cylinders for every 100 cubic yards or fraction thereof. Cure per A5TM G 112. c. Perform sampling in compliance with A5TM G 112. 5. TE5TIN6: Test cylinders for compression In accordance with A5TM G 3q. a. LABORATORY GORE: 2 cylinders in accordance to A5TM G IG2. b. FIELD GURIN& Remaining cylinders in accordance to A5TM G 31. c. Test cylinders two at 1 days and two at 2b days, averaging test results. Test remaining cylinders at 56 daus. SECTION 01510 - TEMPORARY PACILITIES A. GON5TRUGTION FAGILITIE5: Provide the following facilities for the use of all personnel, subcontractors, and other authorized personnel. I. TOILET FAGILITIE5: Provide sanitary, adequate facilities that meet legal requirements. 2. ELECTRIC: Provide connections and controls for 115V, single phase power with controls within 200 feet of locations used. 3. LI6HTIN6: Provide minimum 50 footcandles for construction purposes where daylight Is not adequate. 4. GON5TRUGTION WATER: Provide adequate water Imes and hoses with controls within 200 feet of locations used. B. FIELD OFFICE: I. Provide and maintain a weathertight building with lockable door and windows, to serve as a job of Fire available to the Contractor, Subcontractor, and the Owner. Provide Ilghts, air conditioning, and heat as required. Provide a drawing table with lockable drawer and drafting bench. Remove office from premises when one can be set up Inside the building. c. GRAPHIG5: I. JOB SIGN: a. 51ZE: Nominal 64 square Feet. b. MATERIAL: 3/4 inch APA exposure I or exterior plywood, A-G grade or MD overlay. G. P05T5: 4 Inches x 4 Inches; 2 required. d. FRAMING AND BRAGE5; 2 inches x 4 inches. e. LETTERING: Name of Job, Owner, aid Contractor. Project sign shall be executed by a professional sign painter. SECTION 01600 MATERIAL AND EQUIPMENT A. 5UB5TITUTION5; I. Submit all substitutions proposed after the award of the Contract In writing with sufficient information, samples, and difference in cost for evaluation. Do not make substitutions unless they are approved in writing. 2. Prepare quotations for proposed changes in the Work in a "break down" Form giving the number of units, unit cost OF materials, hours of labor, hourly cost of labor, tool costs, overhead, and profit, reflecting credits as well as extras. B. U5E MATERIALS THAT ARE: I. New and of high quality suited to the use intended except when noted as "used". 2. 5ultable for the function Intended. 3. Corresponding in quality to related materials in the absence of a definitive Specification. 4. Of good appearance where exposed to view. 5. Of one manufacturer or source for the sane specific purpose, with uniform appearance and physical properties. 6. Plainly marked, and delivered to the site In original unopened containers when the nature of the materials Is suitable for containers. G. WORK BY OTHERS: Arrange to accommodate N.I.G. Work. Men information is inadequate, request further instructions before proceeding. D. Follow manufacturer's instructions. When such instructions are in conflict with the Contract Documents, make request for clarification before proceeding. Keep a copy of the manufactvrer's Instructions on the job. E. Perform high quality professional workmanship. .bin materials to uniform, accurate fit so they meet with straight lines, free of smears or overlaps. Install exposed materials appropriately level, plumb, and at accurate right angles or flush with adjoining materials. Attach materials with sufficient strength, number, and spacing of attachments that will not fail until materials joined are broken or permanently deformed. SECTION 01100 - CONTRACT CLOSEOUT A. MLIAL5, IN5TRUGTION5 AND KEYS: I. The Contractor shall assemble and deliver to the Owner printed or typewritten operating, servicing, maintenance, and cleaning instructions and parts Ilsts for all items of equipment provided as part of the Contract. Include names and addresses of local representatives of each unit of equipment. Index manuals containing items of different equipment. 2. The Contractor shall provide services of skilled and competent supervisory personnel to Instruct the Owner's personnel in the operation and maintenance of all operating equipment and systems provided as part of the Contract. 3. Upon completion of the Mork, the Contractor shall deliver all keys, including master keys and any special keys, and two copies of the keying schedule to the Owner, and shall assist the Owner in deactivation of construction keyed locks used in the Project. 5E4TION 01110 - CLEANIN6 A. PERIODIC GLEANING: I. GARBAGE GOLLEGTION5: Provide a collection can at each location on the site used as an eating area. Pick up all garbage not deposited in cans daily. If garbage is left overnight, cover cans. Remove garbage from the site at least weekly. Keep the Work area free of garbage, trash, and vermin Infestation. 2. TRA5H REMOVAL: Glean the Work area of trash at least once a week. When rapid accumulation occurs, remove trash more frequently. Remove highly combustible trash such as paper and cardboard daily. 3. 015PO51TION OF DEBRIS: Remove debris from the site and make legal disposition. Locations for disposal shall be of the Gontractor's choice within the above restriction. No debris or material may be buried or burned at the site. Take necessary precautions to prevent accidental burning of materials by avoiding large accumulation of combustible materials. B. FINAL GLEANING: I. The Work area shall be thoroughly cleaned -Inside and outside. Gleaning Includes removal of smudges, marks, stains, fingerprints, soil, dirt, spots, dust, lint, and other foreign materials from finished and exposed surfaces. 2. Remove all temporary facilities. SECTION 02110 SITE CLEARIN6 AND 6RUBBIN6 A. VE6ETATION PRE5ERVATION: Do not remove trees or shrubs without the specific approval of the Architect. Damaged vegetation shall be replaced. B. REGUIREMENT5 OF REGULATORY A6ENGIE5: Adhere to State and local code requirements for the disposal of trees and shrubs removed from the site. iP U G. OWNER5HIP OF REMOVED MATERIAL5 AND VEGETATION: Unless noted otherwise, removed materials become the property of the Contractor. D. PROTECTION OF VEGETATION: Rope, or fence off vegetation that 15 to remain to prevent damage. E. 6RUBBIN6: Grub construction area to a minimum depth of one foot below the existing grade. I. 5TR16TURAL EXGAVATION5. Remove entire main roots and stump roots. 2. 5TUMP REMOVAL: Remove stumps to a depth of a least 18 inches under lowest elevation of the excavation. SECTION 02200 - EARTHWORK A. The Soils Report governs existing subsurface conditions. B. CONGEALED CONDITIONS: Variations from Contract Documents for conditions not apparent at the start of the Work, will be adjusted cis described in the Contract Conditions. G. 501L 5TIFFNE55: When information concerning subsurface soil stiffness is not available, assume an angle of repose of 45 degrees under optimum moisture conditions. No angle of repose can be assumed when 5oll is under adverse moisture conditions. Where concrete surfaces are shown vertical or steeper than the angle of repose, forms are required. D. 60VERNIN6 DOGUMENT5: The following Documents govern the Work: I. Occupational Safety and Health Administration recommendations, Chapter XVII, Ig26b52 2. IN TEXAS: Texas Trench Laws, HB 662 and HB 665. E. EXCAVATION : I. IN5PEGTION: Do not place concrete in footinq excavation wfthout the ben. contractor inspecting. 2. TOP501L EXCAVATION A. Do not excavate wet topsoil. B. Excavate topsoil and stockpile in area designated on site remove excess topsoil not being reused from site. F. FILL AND BAGKFILL MATERIAL. Select fill material placed under slabs, foundation and paving shall comply with the following requirements. Material may be used from the site provided it Is made to comply through the use of admixtures such as sand or lime. I. LIQUID LIMIT: 30 to 45. 2. PLA5TIGITY INDEX: 1 to 20. 3. LINEAR 5HRINKAGE: 10% maximum. 4. PURITY: No stones or debris larger than 3 inches. 5. PLAGIN6 TOP501L A. Place topsoil in areas where seeding, sodding, or lanting Is scheduled. B. Ine grade topsoil eliminating rough or low areas. Maintain levels, profiles, and contours of subgrade. G. Remove large stone, roots, grass, weeds, debris, and foreigqn material while spreading, D. Light ly compact roll placed topsoil. E. Leave stockpile area and site clean and raked, ready to receive landscaping. 6. COMPACTION: Provide qO% maximum density under walks aid grassy areas, q5% minimum density elsewhere. Add water or dry out to maintain optimum moisture content. AA5HTO compaction test Method T-qq, performed at optimum moisture. Place fill in layers not to exceed 6 inches after compaction. H. COMPACTION OF GRANULAR FILL: Compact trenches under slabs a5 folloW5: I. 12 INGHE5 OR LE55: Provide granular fill material soft enough to compact readily 4 water saturation. 2. BETWEEN 12 INGHE5 AND 36 INGHE5: Compact by water saturation to within 2 feet of the surface. The final 2 feet 0 inches must be compacted in 6 inch layers. 3. OVER 36 INGHE5: Compact in 6 inch layers starting from the bottom. I. 5AND LAYER: I. LOCATION: Where sand cushion is noted under concrete slabs, 2. MATERIAL: Well -graded, inorganic mineral sand in loose, non-5tratifled deposits, per A5TM D 2455. 3. THIGKNE55: 2 inches under walk5 and 4 Inches elsewhere. 4. COMPACTION: Compact to support concrete without settlement during placing. J. VAPOR BARRIER: Provide a 6 mil polyethylene plastic film vapor barrier under floor slabs placed on earth. J. TE5T5: Tests and analy5f5 of fill material will be performed in accordance with AN51/A5TM DbgB 0I551, SECTION 02246 - SOIL STABILIZATION A. Coordinate the requirements of the Structural Drawings wfth the requirements of this Section. If a conflict exists, notations on the Structural Drawings take precedence. Refer to the 5oiI5 report and survey for existing subsurface conditions. SECTION 02254 - TERMITE CONTROL A. MINIMUM COMPLIANCE 5TANDAR05: Comply with all applicable governmental standards. Unauthorized use of these chemicals is strictly forbidden. B. Warrant the Work specified herein for five years. Defects shall include, but not be limited to, the following: 1. Termite activity. 2. Damage of building materials caused by termites. C. Include replacement of damaged materials caused N termites within the Warranty period. D. APPLICATOR: Applicator shall be bonded to perform this type of Work. More local licensing is available or required, applicator shall be licensed to perform this type of Work. E. POISON DILUENT: Potable water. SECTION 02510 SECTION 05200 - CONCRETE REINFORCEMENT CONCRETE CURBS, WALKS, AND PAVI N6 A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern A. HORK GOVERNED BY OTHER 5EGTION5: The actual performance of the Work except where more restrictive requirements are this Work remains within this Section, but subject to the specified: applicable requirements of Division 3 - Concrete. 1. 5pedfication5 for Structural Concrete in Buildings, AGI-301. B. MINIMUM GOMPLIANCE 5TANDAR05: Work in accordance with the 2• Manual of Standard Practice for Detailing Reinforced following: Concrete Structures, AGI-315. 1. AGI 316 and AGI 325. 3. Building Code Requirements for Reinforced Concrete, 2. Portland Cement Association, PAOII and PLI36. AGI-318, 3. AGI 302 G. CONCRETE MATERIAL5: Provide 3500 psi gray concrete with air entraining and water reducing with accelerating or retarding compounds. D, PAVING AND CURB JOINT FILLER: Provide 3/4 inch thick, Clear heart construction grade redwood with "Zip Strip" or equal and dowels as detailed on the Drawings. E. PAVING JOINT SEALING COMPOUND: Provide a single component, Urethane Sealant "Son -borne" 51--I or equal. F. 5LOPE FOR DRAINAGE: 51ope walks, driveways, paving, and gutters. G. TOOLING: I. EDGING: Edge walks and paving edges to a 3/5 inch radius at expansion joints and where needed to form a neat appearance. 2. JOINTING: More shown on the Drawings as control joints (G.J) or tooled joint (T.J). 3. CONTROL JOINT: 3/4 inch wide. Use wrapped, smooth dowels to maintain alignment. 4. TOOLED JOINT DEPTH: 1/4 inch unless shown otherwise. 5. WORKMAN5HIP: Remove marks of tooling from the surface. H, FINISH: Light broom or belt finish with Inns perpendicular to traffic flow. SECTION 05110 - CONCRETE FORMWORK A. FORMING 5URFAGE5. Provide formwork in accordance with Recommended Practice for Concrete Formwork, AGI 341, with smooth and clean surfaces. I. WOOD: Dressed to uniform thickness wfthout loose knots or other defects. Plywood minimum of 5/8 inch thick. 2. STEEL: Rust free or galvanized form surfaces. F. Provide EPA approved chemicals of the following types: B. AGGE550RIf5: I. ORGANO4 (511) ATES: Dursban TG, Dow Chemical USA, Midland I. GHAIR5 AND BLOGK5: Provide plastic chairs where formed MI 48614 (511) 636-1000. 2. PYRETH0105: surfaces are exposed. a. Dragnet FT: FMG Corporation, Agricultural Chemical 2. EXPAN51ON JOINT5: Provide wrapped dowels, or protect Group, Philadelphia, PA Ig103 (215 2qq-6000. dowels with cardboard tubes for alignment reinforcing I?. Demon TG: IGI Americas Inc., Wilmington, DE IgBgq across expansion joints. (303) 515-3000. 3. FORM RELEASE AGENT: Provide chemical type form release c. Torpedo: IGI Americas Inc., Wilmington, DE lgbgq agent. (303) 515-3000. d. Tribute: Vel5icol Chemical Corporation, Rosemont, IL 60015 (312) 6g8g100. 6. QUANTITIE5 OF NORK1146 SOLUTION: Provide I gallon per 10 square feet under the building slab and 2 gallon per 5 linear feet at slab perimeter. H. PROGEDURE5: Notify the supervising authority before commencing work. Do not apply poison to soils that are excessively wet. Apply solution Immediately prior to placing vapor barrier. G. INSTALLATION: Do not allow form release agent to contact reinforcement or concrete against which fresh concrete shall be placed. Wet board forms until joints are swelled shut. Formwork shall be strong enough to withstand the fresh concrete, and tight enough to prevent leakage of the mortar. D. FORM REMOVAL: Do not remove formwork until concrete has attained strength to support its own weight, live loads, and additional construction loads and has hardened enough to prevent leakage of the mortar. B. MILL REPORT5. Provide certificates from manufacturer describing steel used. If reinforcing cannot be identified, provide tensile and bending test reports. G. REINFORCEMENT: I. BARS: A5TM A 615. a. NO. 3 BAR5: Grade 40. b. ALL OTHER5: Grade 60. 2. WIRE: A5TM A 82. 3. WIRE FABRIC: A5TM A 185. D. AGGE55ORIE5: Provide galvanized accessories. E. TIE-5; 16 gauge annealed wire or standard clips. F. FABRICATION: Bend and cut bars, fabric, and wire cold to the following tolerances: I. Sheared length plus or minus I inch. 2. Depth of truss tams plus or minus 1/2 inch. 3. 5tirrup, ties, and spirals plus or minus 1/2 Inch. 4. Other bends plus or minus I Inch, G. PREPARATION: Before placing reinforcement, inspect formwork for fit aid tolerance. Glean reinforcing free from form coatings, sealers, powdered and scaled rust and other bond reducing condition. H. 5PLIGE5 NOT DETAILED: 5taggered splices at adjacent tars. Do not splice at areas of greatest stress. I. INSTALLATION: Support and position reinforcement to prevent displacement 4 construction loads or concrete placement. Support bar reinforcement on chairs or concrete blocks of same mix design as concrete. SECTION 05512 - CAST -IN -PLACE CONC A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern the Work except where more restrictive items are specified: I. 5pecification5 for Structural Concrete In Building, AGI 301, 2. Guide for Concrete Floor and 51ab Construction AGI 302. 3. Building Code Requirements for Reinforced Concrete, AGI 318. 4. In hot weather, Work in accordance with the recommended Practice for Hot Weather, AGI 305. 5. In cold weather, Work in accordance with Recommended Practice for Gold Weather, AGI 306. B. DOCUMENT PRECEDENCE: Notations and requirements on the Structural Drawings supersede conflicting requirements of this Section. G. MATERIALS: I. CEMENT: A5TM C 150, Type I or III. 2. AGGRE6ATE5: Standard weight aggregate, A5TM G 33. Refer to AGI 301-3.6 for maximum size. 3. WATER: Potable and clean. Z 111--a L V N W q9 0 N m V _0 y L ` V tu sn 4. ADMIXTURE5: a. WATER REDUCER AND 5ET RETARDER: A5TM G 4614; A, B, or D. Do not use chlorides. b. AIR ENTRAINER: A5TM G 260. D. MIX: Design concrete mix to comply with the standard of deviations specified in A6I-301 and A6I-318 for the concrete strengths shown on the 5tructural Drawings. If no strength is shown, provide 3500 psi concrete. Include air entrainer for exterior exposed concrete to produce 5% plus or minus 1% total air content as determined by A5TM G 231 or A5TM G 138. Provide a maximum slump of 4 inches. E. IN5PEGTION AND PREPARATION: Do not place concrete until forming, reinforcement, and built-in items have been Inspected and approved 4 the Architect. I. 5UB6RADE: Dampen subgrades not covered with membrane by sprinkling Immediately before placing concrete. Omit when subgrade Is already damp. Dry out soggy subgrade before placing slabs unless wetting is uniform and placing can be done wlthovt damage to subgrade. Place slab screeds to precise elevation. Obtain the Architect's approval of subgrade and screeds prior to concrete placement. 2. FORM5.. Remove dirt, sawdust, nails, and other foreign material from formed spaces. 3. BUILT-IN ITEMS: Install pipe, sleeves, bolts, anchors, and other cast -In -place Items securely. Use templates to set built-in items accurately. F. PLAGIN& I. Use buggies and metal chutes at slopes between 1.2 and 1:3 to avoid separation of aggregates. Drop concrete vertically in center; do not draw or rake concrete laterally to position. 2. Use ready -mixed concrete only. Comply with requirements of A5TM G 014 for mixing and transportation of concrete to the project. 3. Place concrete continuously In any one part of the Work. a. If a whole part of the Work cannot be placed monolithically, place to construction joints indicated on Drawings or as approved N the Architect. b. Retighten forms, clean hardened surfaces, and cover with bonding compound before placing against hardened concrete. 4. Place sloped concrete from bottom up. 5. Use temporary screeds when placing slabs to maintain levels and slopes as required. Provide adequate support for screeds to maintain accurate elevations. SECTION 05516 - CONCRETE CURIN6, TREATMENT, AND FINI5HE5 A. GURING MATERIAL5: I. PRODUCT LIMITATIONS: Do not use products with the following characteristics. a. Leave oily or waxy residue that may interfere with future coatings or flooring adhesives. b. Discolor surfaces designated to remain uncovered. 2. 5HEET GURIN& White sheet materials only, complying with A5TM G 111. 3. LIQUID GURIN6 COMPOUND: a. TYPICAL U5E5: A5TM G 30q, clear, Type I, or Type I-D with fugitive tint. b. OPTIONAL FOR EXTERIOR PAVING: A5TM G 30q, Type 2 or Type 1-D. 4. WATER PONDIN6: Flood or spray water to keep concrete surfaces covered with water for the curing period. B. INTERIOR FLOOR TREATMENT COMPOUND: I. Gifford -Hill, "Hardtop". 2. A.G. Horn, "Horn One-Kote", 3. Gurecrete Chemical Co., "Ashford Formula". G. FINI5HIN6: I. TYPICAL EXP05ED FORM FIN15HE5: a. Fill honeycomb, bubbles, holes, and knock off fins. b. Remove evidence of misaligned forms by chlpping away and by patching. c. True up corners and surfaces. G, 2. FIN15HE5 FOR TYPICAL CONCRETE FLATWORK: Provide a steel troweled finish. Maximum surface irregularity shall be 1/16 Inch in any running foot and 1/4 Inch in 10 feet. Apply floor treatment compound as specified. SECTION 04101 - MORTAR AND ACCESSORIES D A. QUALITY GONTROL: Brands and source of cementitious materials, admixtures, and aggregates shall be same throughout Work, and shall not be changed without written approval of the Architect. B. DELIVERY AND 5TORAGE: Handle cementltlou5 materials, admixtures, and aggregates to prevent deterioration or intrusion of foreign materials. Dispose of unsuitable materials off site. G. MORTAR MATERIAL5: I. HYDRATED LIME: A5TM G 201, Type 5. 2. PORTLAND CEMENT: A5TM G 150, Type I. 3. WATER: Glean and potable. 4. SAND: A5TM G 144. D. MIX DE516N TYPE: A5TM G 210, Type 5. SECTION 04220 - CONCRETE MASONRY A. JOB GONDITION5: Lay no masonry when there Is danger of freezing in the next 48 hours. Erect no masonry walls when there is danger of high winds in the next 48 hours. B. DELIVERY AND 5TORAGE: Deliver, store, and handle masonry units to avoid breakage and staining. Keep units dry until installation. MA50NRY UNITS: Modular brick with tooled joints up to Cl'-O" a.f.f. , thereafter use tumbled modular brick that has been tumbled in white slurruu and strike joints . GMU typically to be nominal 8" high, 4" tfiick, 16" long, hollow load bearing per A5TM G-CIO Type 1, light -weight or medium -weight block With tooled joints. CONTROL JOINT MATERIAL: Provide compressible filler as specified in Sealants Section, for both horizontal and vertical control joints. E. INSTALLATION: Workmanship tolerances shall comply with those recognized by The Masonry Institute as good workmanship. I. WETTING: Dampen block before laying in a manner consistent with the nature of the block, the mortar, and the weather conditions. E. VENEER ANGHOR5: 12 gauge x 1-1/4 inch x q inch long stud plate with 3 x 3 triangular ties. I. 5TREN6TH: A5TM A 82. 2. FIN15H: Mill galvanized. 3. WIRE DIAMETER: 3/16 inch. 4. 5PAGIN6: 16 inch vertically and 24 in horizontally. 4. ATTAGHEMENT 5GREW5: Standard size #10 - 16 x 1 1/2 inch washer head with neoprene sealing washer, zinc plated, self -drilling, self -tapping. 5. APPROVED PRODUGT5: a. Hohmann 4 Barnard, Inc., DW-10 Series Veneer Anchors with "Byna-Tle" wire ties. F. HORIZONTAL REINFORCEMENT: I. 5TREN&TH: A5TM A 52, 2. MAIN WIRE: 3/I6 inch diameter, deformed. 3. GALVANIZING: A5TM A 641, Glass 3. 4. 5PAGIN6: Maximum 16 inches on center, vertically, 2. In seismic zones 3 and 4, provide attachment clip between wire tie and continuous wire reinforcement in joint. Hohmann B Barnard, Inc. "5ei5miclip" or equal. 2. BED JOINT5: Spread a thick bed of mortar with a shallow furrow down the center, so the joint w111 be completely filled with mortar. Spread the mortar only so far ahead that the mortar will be plastic when the units are laid. 3, HEAD JOINTS: Butter the end of each block with an ample quantity of mortar and shove the block Into place so that the vertical joints are completely filled with mortar. 4. WEEP HOLE5: Provide plastic tube exterior weeps at 16 inches on center where cavity behind the block is Interrupted by a ledge, shelf angle, or lintel. 5. V1515LE GUTS: Gut block with a masonry saw. Provide miters on corners if necessary to avoid cut surfaces from showing. 6. METAL DOOR FRAME5: Fill frames solid with mortar. Build in anchors. 1. LINTEL5: Provide reinforced unit type where shown. 8. HORIZONTAL REINFORCEMENT: Locate reinforcement in first two courses and then in alternating courses. in seismic zones 3 and 4, provide attachment of horizontal reinforcement to the tie anchors. Stop reinforcing at control joints. Cl. BOND BEAM: Install reinforcing and concrete fill as shown on Structural Drawings. 10. BUILT-IN ITEMS: Build into place accessories supplied by other trades for their use. 11. CONTROL JOINT5: Place control joints where shown, place joints on module lines at 50 feet maximum spacing, but not greater than column spacing when related to columns. Locate joints at columns and mid span for column spacing over 50 feet. Locate joints within 25 feet of corners at intersections. SECTION 05500 - METAL FA5RICATIONS 11c:11x0 A. SHOP DRAWIN65: Indicate size, material, and finish. Show .W4 locations and installation procedures. Include details of �j 4)� Joints, attachments, and clearances. B. 5TEEL MATERIAL5: I. 57EEL PLATES: A5TM A 36 to tolerances of A5TM A 6. 2. 5TEEL PIPE: A5TM A 501 or A 500 to shapes detailed. 0 3. E3OLT5: A5TM A 301 typical ly, and A5TM A 325, high i -4 00 0 strength bolts, nuts, and washers, where shown on the 44 Drawings. G. GALVANIZED MATERIAL5: All exterior exposed steel and where noted on the Drawings. I. NON5TRUGTURAL PIPE: A5TM A 120. 2. IRON AND STEEL HARDWARE: A5TM A 153. 3. 5TEEL 5HAPE5, PLATES, BAR5, AND 5TRIP5: A5TM A 125. 4. 5TEEL 51EET5., A5TM A 446. 5. A55EMBLED 5TEEL PRODUCTS: A5TM A 386. 6. DELIVERY OF HOT -DIPPED ITEM5: A5TM A 525. D. 5TEEL SHOP PRIMER: Apply with spray for exposed items. Apply primer free of runs and other irregularities that may require modification to achieve the specified finish appearance. E. WORKMANSHIP I. EXP05ED ITEMS: Moderate irregularities not visible at 30 feet may remain. MITI marks may remain. a. WEL05: Grind welds to small radius with uniform sized cove. b, 13OLT5: Use only flat or oval head, countersunk bolts where exposed to view. c. JOINT5: Provide maximum gap of 1/16 inch. 2. OTHER LOGATION5: No Improvement from mill finish required except preparation for galvanizing or priming. 3. WEL05: Grinding not required. 4. 13OLT5: Exposed bolts permitted. SECTION 06100 - ROU16H CARFENTRY A. GENERAL REQUIREMENT5 FOR LUMBER: I. STANDARDS: P5-20-10 American Softwood Lumber Standard and 1`5-1-83 5oftwood Plywood. 2. GRADING: 5FPA, 5PI6, WWPA, HUB, and APA. 3. MARKING: Stamp each piece with the Grade Association and species. 4. 5PEGIE5: Douglas Fir or Southern Yellow Pine. 5. FIN15H: Provide 545 finish unless. specifically noted otherwise. 6. 5EA50NING REQUIiREMENT5: Kiln -dry or air-dry to a 15% maximum moisture content. Mark each piece "KO' or "MG-15". i. GRADE5: Comply with the recommended minimum grades for each specific use as specified N the specific grading association such as the Southern Pine Use Guide, Table 2, and as 5pecifled on the 5tructural Drawings. B. WOOD TREATMENT FOR ABOVE GROUND LOCATIONS: Stamp each piece of lumber with the type of treatment and amount of retention. Redry waterborne type treatment to Iq% and stamp "5-DRY'. I. APPLICATION. Apply pressure or vacuum treatment. Comply with AW 13 Treating Standards LP-2 or LP-3 typically. x 9 -0 d ff! tL v U] 2. LOGATION5. Provide treated wood at the following locations: a. More shown on the Drawings. b. Wood members resting on concrete or masonry. c. Grounds embedded In concrete, plaster, or masonry. d. Blocking or grounds embedded in construction in such a manner as to prevent exposure to circulating air. e. Roofing grounds. 3. GUT TREATMENT: Treat cuts by dipping or brushing with preservative. G. PLYWOOD: Provide 1`5-1-83 softwood plywood marked with APA stamp indicating quality and finish as recommended for each use by the American Plywood Association. Only plywood with an APA stamp indicating "Exterior" or "Exposure I" grades Hill be acceptable. D. PLYWOOD ROOF SHEATHING: Mark each piece with APA grade trademarks as noted above. Maintain minimum 1/6 inch gap along edges aid I/I6 inch gap across ends. Apply plywood roof sheathing using the following types of rolls: 1. PLYWOOD THICKNE55 1/2 to I INCH: Use Sd common nails. 2. 5PAGIN6: 6 inches at edges and 12 inches in field. E. IN5TALLATION: 1. 5et wood framing accurately and neatly. Brace well and nail securely, Frame at 16 inches on center or Indicated on the Drawin95. 2. 5et wood grounds for attachment of Work specified in other 5ectlon5. 3. Use washers on bolts used to attach wood, Use galvanized bolts and washers on treated wood. 4. Use galvanized metal framing anchors, beam seats, and clips where Indicated. SECTION 061410 - WOOD TRUSSES A. MINIMUM COMPLIANCE 5TANDAR05: The following Documents govern the Work except where more restrictive requirements are specified. I. American Institute of Timber Construction (AITG), 2. Truss Plate Institute. B. APPROVED MANUFAGTURER5: I. Automated Building 5tptems; Dept. T, Lafe Cox Drive, Box 531, Johnson Gity, TN 31601. 2. Gang -Nall Southwest; 4101 South Westmoreland, Dallas, TX 15231. 3. All -Pan Inc.; 1101 South Loop West, Houston, TX 11054-4b02. G. LOADING Unless noted otherwise, comply with the strongest combination of the following: I. Building Gode. 2. Maximum deflection of 1/240 of span without ceilings. 3. Maximum deflection of 1/360 of span with ceilings. 4. Live load: Refer to the Drawings. D. GON5TRUGTION DETAILS: I. 7RU55 MEMBER5: Stress rated lumber; Iq% maximum moisture; No. I. 2. FA5TENER5: Galvanized steel gang nail plate connectors. E. IN5TALLATION: Anchor trusses in place as recommended by the manufacturer, and In accordance with Building Code. SECTION 06220 - MILLWORK A. MINIMUM GOMPLIANGE STANDARDS: "Quality 5tandard5 of the Architectural Woodwork Industry" (AWI). B. PLA5TIG LAMINATE: Submit full range of colors, patterns, textures, and finishes of plastic laminate available for selection. Use horizontal grade typically. Vertical grade may be used for cabinet interiors and vertical surfaces of cabinets. Use balance sheet as required by AWI. Gores shall be 3/4 inch P5-1-83 BD Exposure I plywood and edges shall be self -edge unless specified otherwise. 1, 'Nevamar", Exxon Ghemical Co. G. 5OLI12 5TOGK: I. M015TLRE GONTENT: 8% - 13% at time of installation. 2. NATURAL FIN15H HARDWOOD: Comply with AWI "Premium" Grade. 3. PAINT GRADE HARDWOOD: Any species without coarse grain D. SOFTWOOD PLYWOOD: P5-1-83. I. EXP05ED: Medium Density Overlay (MOO). 2. 5EMI-EXP05ED: Grade B. 3. CONGEALED: Grade D. E. MATERIAL THIGKNE55E5: The following thicknesses shall apply except when shown thicker on the Drawings: I. BOTTOMS, END-5, 12IVI51ON5: 3/4 Inch thick. 2. FACE PLATES: Equal to door thickness with 3/4 inch minimum. 3. WEB FRAMES: 3/4 Inch minimum. 4. 13AGK5 AND DRAWER BOTTOMS: 1/4 Inch plywood, over 24 Inches wide require center bottom support. Limit backs with braces to 12 square feet. 5. DRAWER FRONTS: 3/4 inch. 6. DRAWER 13AGK5 AND 51DE5: 1/2 inch. 1. 5HELVE5: Unsupported, exposed shelves 3/4 inch thick to 36 inches and I Inch minimum to 42 Inches, 8. 5A5E5: De5lgn to space 3 inches deep x 4 inches high x 1/2 inch deep recessed base acr055 exposed ends. q. DOOR5: 3/4 inch minimum thickness, except when shown greater on the Drawings. F. CABINET HARDWARE: Prepare the millwork for the installation of the hardware. 6. IN5TALLATION: Place level, plumb, and at right angles to adjacent work. More field cutting or trimming Is necessary, perform in a neat, accurate, professional manner without damaging the products and adjacent work. Attach securely so the products will perform to their maximum ability without damage resulting from inadequate fastenings. H. TYPICAL GABINET5: AWI "Custom" grade with plastic laminate tops and exposed surfaces. Semi -exposed surfaces shall be plastic laminate except drawer shells shall be wood. SECTION 0'1160 - DAMPPROOFIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Leaking water or bitumen. 2. Releasing from the substrate. B. PRODUCT DATA: 5ubmlt schedules, charts, literature, and illustrations to Indicate the performance, fabrication procedures, product vorlatlo%, and accessories. G. DAMPROOFING MATERIALS: I. DAMPPROOF MEMBRANE: "Tyvek" polyester film; or 2. FELT: A5TM D 226 Type I, No. 15 asphalt coated felts. 3. Attach domproofing to surface in single fashion, starting at the base f lashing with adhesive, 4. Imbed domproofing into adhesive as necessary to securely hold In place. Staple sheet Into plywood at the top of each sheet 8 inches on center and lap the next sheet over the staples and imbed in aciherlve. SECTION 01115 - WATER REPELLENT A. PRODUCT DE5GRIPTION: I. GENERAL: Water clear, fast drying, penetrating, water repellent liquid compound. 2. VEHICLE: Water -alcohol formulation. 3. 501-I05: 511oxane formulation, B. PROPERTIE5: I. REPELLENGE: No water penetration on surface as evidenced by absence of wet discoloration. 2. ADHE51ON: No Interference with the adhesion of sealants. If tests show interference, mask off sealant areas, or apply repellent after sealants are installed. 3. 5HEEN: Zero sheen. 4. 015GOLORATION: No change in color or tone. 5. RE515TANGE TO HOUSEHOLD GHEMIGAL5: A5TM D 1308; no change in color, finish or adhesion. C. APPROVED MANUFAGTURER5: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I, 'GP-500', Ghemical Products, Oklahoma Gity, OK (500) 624-4356. 2. 'Ghem-Treae-135M", Trocal, Rockliegh, NJ 01641 (800) 631-1668. 3. 'Dural Treat", Dural International Gorp., Deer Park, NY. 1112GI, (516) 586-1655. 4. 'Duxboc", Glover Ghemical Corp., Houston, TX 11181 (113) 880-5441. 5. "511oxane" Weather Seal, Pro5oGo, Inc., Kansas Gity, K5 66111 013) 251-2100. 6. 'Ghemstop 5M5-250", Tomms Industries Co., Itasca, II 60143 (312) 113-1810, D. Follow manufacturer's recommended application procedures. SECTION 01211 - BATT AND BLANKET INSULATION A. MINIMUM COMPLIANCE 5TANDAR05: The following Documents govern the Work except where more restrictive items ore specified: I. Federal Specification HH-1-521F, Type III, 2. American Society of Heating, Refrigeration, and Air Conditioning Engineers. 3. National Environmental Systems Gontractor5 Association. B. BATT IN51)LATION: A5TM G665, preformed glass Fiber butt, conforming to the following: I. Thermal Resistance: Thickness d "R" value As follows A. R13 ® 3' wall. B. Rlq a 6" wall d dove calling the . G. Or as indicated on drawings. 2, Facing: Faced on one side with Kraft paper. G IN5TALLATION - BATT IN5ULATION I. Install insulation in accordance with Insulation manufacturer's instructions. 2. Install in exterior walls and Gelling spaces without gaps or voids. 3. Fit insulation tight in spaces. Leave no gaps or voids. 4. Install with factory applied membrane facing warm side of building spaces. Attach flanges of facing to Frcxnhg members. SECTION 01536-MODIFIED BITUMINOUS ROOFING A. WARRANTY: Warrant the Work specified herein For one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship, Defects shall include, but not be limited to, the following: I. Peeling, cracking, blistering, alllgatoring, or releasing from the substrate. 2. Softening or becoming tacky. 3. Leakage of water Into the building or within the construction. B. PREGON5TRUGTION GONFERENGE: Prior to commencing work meet with following parties to discuss the roof materials, conditions and installation procedures. I. Construction Superintendent. 2. Roof Material Manufacturer's Representatives. 3. Owner G. MATERIAL5: I. Base: 5in9le ply roof system with ( modified) white granular. 2. Install: 24 ga. pointgrip metals: coping, gutters and downspouts. 3. GANT STRIP: IS" x height required; tapered fiberglass. 4. FA5TENER5: As recommended N the roof manufacturer for substrate. 5. ROOF IN5ULATION: 2' rigid Perllte board mechanically fastened to plywood deck per manufacturer's printed Instructions. D. IN5TALLATION: I. PREPARATION: Do not install roof until substrate is smooth, dry, and free of loose material. Remove sharp protuberances. 2. Install roof according to manufacturer's printed instructions. 3. GLEAN -UP: Remove all roofing debris when Work is complete. SECTION 01620 - BUILDIN6 SHEET METAL A. MINIMUM GOMPLIANGE 5TANDAR05: The following Documents govern the Work except where more restrictive requirements are specified. I. Sheet Metal Manual of the Sheet Metal and Air Gonditioning Gontractor'5 National Association (5MAGNA). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Leaking, 2. Wrinkling. 3. Breaks or tears caused by restraint of expansion and contraction. Z 1-4 �s m SP4 11 u 11 �I F G. SHOP DRAWINCS: Indicate size, material, and finish. Show locations aid Installation procedures. Include details of joints, attachments, and clearances. D. GALVANIZED 5HEET 5TEEL MATERIAL: I. QUALITY 5TANDARD: A5TM A 251, coating designation G q0. 2. FIN15H: a. METAL PREPARATION: Prepare surface for painting in compllance with A5TM D 20gO recommendations. b. Prefinish sheet metal with polyester enamel finish I mil minimum thickness. E. 6ALVANIZED SHEET GAUGES: 24 gauge minimum. I. Clips used for attachment shall be two gauges thicker than the piece they retain. 2. FA5TENER5: (7alvanized, cadmium, and stainless steel. F. MATERIAL COMPATIBILITY: Provide mutually compatible materials and fastening where in contact. if not available, isolate Incompatible materials to prevent electrolysis. G. IN5TALLATION: I. Prime flanges and other metal in contact with roofing membrane. 2. Bed sheet metal flanges on roof membrane with flashing cement. SECTION 01655 - BASE FLASHIN6 A. MATERIALS: Provide a synthetic elastomerlc compound waterproofing material with thermoplastic fibers added for extra tensile strength and tear resistance, laminated to al mil vinyl film. Provide Phox Gyp+Flash as manufactured by Phox Enterprises, Inc, 11210 South Post Oak Rd., Houston, Texas 11035, 013) 126-000. B. PREPARATION: Glean surfaces free of dust, loose rust, plaster, mortar, paint droppings, and other materials that may prevent permanent adherence to the substrate. Apply primer with brush or Iambs wool roller at the rate of 250 to 350 square feet per gallon. Allow primer to dry a minimum of I hour. Remove primer from finish surfaces with Toluene or similar solvent. Use primers recommended by the manufacturer. G. I1,15TALLATION: Install tape at locations requiring base flashing to channel water out of weep holes. Extend membrane to within I inch of face of masonry, and a minimum of 8 inches up the vertical substrate. Lap vertical joints of flashing tape a minimum of 2 inches. Lap horizontal joints of flashing tape a minlmxn of 2 inches In direction of water flow. SECTION 01121 - ROOF CURBS A. MANUFACTURERS: I. The Pate Company, Broadview, IL 60153 ( 312) 681-Ig20, Model 5GEB solid top and other types as shown on the Drawings. 2. Thy5or Corporation, Addison, IL 60101 (312) 543-5300. 3. Custom Curb, Inc., Chattanooga, TN 37401 (615) 629-6241. B. 51ZE5: Refer to Drawings for necessary sizes. C. GOMPONENT5: I. WALLS: Galvanized steel. 2. WOOD NAILER5: Factory installed. D. Install curb assemblies in accordance with manufacturer's specif icotio%. SECTION 014120 - SEALANTS AND CAULKIN6 A. WARRANTY: Nkrrant the Hork specified herein for 2 years against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. I. Defects shall include, but not be limited to: a. Staining from abutting materials or filler. b. Migrating, bleeding Into, or staining abutting materials. c. Unsightly surface deformation by causes other than movement. d. Excessive color change, chalking, or dust pick-up. e. Failing adhesively or cohesively. f. Hardening to more than 25% over stated hardness. 2. warrant that sealants exposed to windloads will resist the design windload of the local building code with maximum stress factor on the sealant of 20 psi with a safety factor of 6 to I. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. G. EXTERIOR 5EALANT5 AND 5EALANT5 FOR MOVING JOINTS: Curing type, two part bulk compounds conforming to F.5. TT-5-00221E(3), or one part conforming to F.5. TT-5-001543A. Provide compounds that cure or polymerize by solvent release, moisture absorption, or catalyst. I. APPROVED 5A51G INGREDIENT5: Polysulfide, silicone, polyurethane, or polytremdyne terpolymer. 2. NON-AGGEPTABLE: Linseed oil or other oil base caulks, asphaltic, or coal -tor types. Acrylic, hypolon, and butyl base types. 3. 5OL105: q6% minimum by volume. 4. CURED HARDNE55: (5hore A durometer) Maximum of 30. D. INTERIOR 5EALANT5: All exterior sealants plus the following types. I. Skinning type, bulk compounds conforming to F.5. 7-5-001651, or A5TM G834, with active Ingredients of butyl rubber, acrylic, hypolon, and other similar pointable compounds. E. CONGEALED 5EALANT5: Non -skinning, resilient (soft), preformed, or bulk compounds conforming to NAAMM Standards 55-1a, 55-ib, or 55-Ic, with basic Ingredients of polybutene synthetic resins, oleoresinous compounds, or similar noncuring compounds. I. 5EALANT TAPE: Preformed or extruded non -curing butyl with or without reinforcement. 2. NON-AGGEPTA13LE: Types which do not reseal If seal is broken. F. 5EALANT GOLOR5: White, black, gray, aluminum, limestone, and brown. Provide clear silicone for glass joints. G. 5EALANT MANUFACTURER5: 1. Dow Corning Corporation, Midland, MI 48640 (800) 248-2345. 2. General Electric Company, Haterford NY 12155 (518) 231-3330. 3. Pecoro Corporation, Harleysville, PA Ig435 (215) 123-6051. 4. Tremco, Cleveland, OH 44104 (216) 22q-3000. H. AGGE55ORY MATERIAL5: I. BAGK-UP FILLER5: Non -absorbent, non -staining, expanded, closed cell plastic or rubber compatible with sealants used. a. NON-5UITA13LE MATERIAL5: Oil or bituminous types and oakum. b. 51ZE AND 5HAPE5: Round, square, or rectangular, to fit various job conditions. 2. GOMPRE55113LE FILLER: a. 'Will -Seal', Illbruck/USA, Troy, MI 48054 (313) 585-4365. b. "Emseal", Emseal, U.5.A., Inc. Stamford, GT 0003 (203) 322-3828. 3. PRIMER5, CLEANER5, TOPCOATS: Use only materials listed as suitable in sealant manufacturer's instructions. Test for staining, compatbility, and durability before proceeding. I. INSTALLATION: Proceed only when conditions are suitable for satisfactory performance of this Work. Follow manufacturer's printed instructions for use and Installation of his products. Arrange procedures and devices to protect other Work from disfigurement and physical damage, and correct damages resulting from this Work. Prior to ordering or delivering materials, conduct adhesion test on all substrate materials. If inadequate adhesion is evidenced, consult with the Architect before proceeding. Follow the recommendations of the Sealant i Waterproofers Institutes "5EALANT5: The Professional Guide' for joint design and installation details. SECTION 06112 - HOLLON METAL DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Indentations, rust, and surface defects. 2. Inadequate or misplaced hardware reinforcement. B. MINIMUM COMPLIANCE STANDARD: Provide Steel Door Institute '5tandard' grade construction, details, and features. Submit shop drawings prior to construction. G. DOOR GON5TRUCTION: Provide IS gage flush galvanized steel insulated and bonderized and prime painted doors with water tight tops for exterior doors. D. FRAME GON5TRUGTION: Provide standard 16 gauge frames preassembled and welded before delivery to the site, galvanized and prime painted, fitted with adjustable anchors, reinforced for hardware. Refer to Drawings for all jamb anchor conditions. SECTION 06525 - ALUMINUM STOREFRONT DOORS AND FRAMES A. WARRANTY: Warrant the Hork specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Rough operation of moving parts. 2. Loose parts or installation. 3. Hater leakage. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. G. APPROVED MANUFAGTURER5: 5peclfication5 are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Visawali - Contact Gary Cobb I-800-8TT-IIg1 2. Kawneer Co. Inc., Norcross, &A 300g2 (404) 44q-5555. 3. Amarlite Div., ARCO Building Products, Philadelphia, PA Ig102 (215) 551-2000. 4. Mormet Corporation, Hausa), HI 54401 (115) 545-5242. D. MATERIAL5: Extruded aluminum alloy 6063 T5 or comparable alloy as required for specified finish. E. DOOR5: I. 5WIN6 ENTRANCE DOORS: a. Provide "Ylsawall 5erles 212" narrow stile, aluminum and glass entrance doors manufactured by Vistawall. Equivelent products of above listed manufacturers are acceptable. b. Hardware: Provide entrance doors complete with PH-12 pull and PE-16 push bar U532 finish with contlnous gear hinge 5L-24. c. Doors shall be pre -glazed with 1/4 ' thick fully tempered clear glass. d. Provide optional, exterior applied door bottom weatherstripping. V►stawall 0-120 or equal. 2. GONNEGTION5: Provide bolted and welded connections, fit to a hairline joint. 3. REINFORGING: Provide reinforcing at bolted attachments. Tapped aluminum is not permitted. 4. Deliver doors to job site pre -glazed. F. FRAMIN6: 5peclfication5 are based upon Vistawall 2000, 134 x 4-1/2 Inch framing system, adapted to accept ka In. glazing, manufactured by Vlstawall Co. Equivalent products of above listed manufacturers are acceptable. I. No exposed fasteners allowed In finished Work. Provide factory assembled framing members. 2. Framing reinforcement: Provide reinforcement, if necessary, to achieve structural requirements, including, but not limited to, resistance to specified wind loads, dead load, end edge pull-out. 3. Use x-pander splice sleeve at all splice locations. G. GLAZING: 1/4 inch minimum tempered glass with neoprene gasket. H. ALUMINUM FIN15H: REFERENCE ARGHITEGTURAL DRAWINGS. I. INSTALLATION: Install units plumb, level and in true plane. Anchor securely to abutting materials as Indicated on the Drawings. Adjust for smooth quiet operation. Glean glass, frame, and abutting materials. SECTION 06665 - ALUMINUM DRIVE-THROU6H AINDON ( OPTIONAL) A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Rough operation of moving parts. 2. Loose parts or installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. �W a�J Z 9-0 if, sm 11 f] L7- L 1 C. APPROVED MANUFAGTURER5: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Quiksery - Division of M.G.E. Systems Corp. P.O. Box 40466, Houston, TX 11240-0466. Phone (113) 4b2-6231. 2. Ready Metal Manufacturing. 4500 W. 41th Street, Chicago, IL 60632. Phone - (312)316-4550. D. ALUMINUM FIN15H: To match store front windows. E. IN5TALLATION: ]retail units plumb, level and in true plane. Anchor securely to abutting materials as indicated on the Drawings. Adjust for smooth quiet operation. Glean glass, frame, and abutting materials. F. 5UBMITTAL: include intallation literature with bid. SECTION 0&100 - FINISH HARDWARE A. 5UBMITTAL5: I. Submit hardware schedule. 2. TEMPLATE5: As soon as Installation schedules are returned without exception, furnish required template Information to the various manufacturers for fabrication purposes. G. INSTALLATION: Install in accordance with the manufacturer's templates and printed information. Adjust closers. Check locks, latches, and other operating mechanisms for ease of operation. Provide keying as directed by the Owner. B. MINIMUM COMPLIANCE 5TANDAR05: The following Documents qovern the Work except where more restrictive requlreryfents are specified. I. NFPA Pamphlet No. 101. 2. AN51 All-I.I. 3. NFPA No. 80. 4. UL Certification. SECTION 05500 - 6LASS AND 6LAZIN6 A. MINIMUM COMPLIANCE 5TANDAR125: The following Documents govern the Work except where more restrictive items are speciFied: I. Glass shall conform to Federal Specification DO-(7-451D and DD-6-1403%) qualities highest of their category. 2. Installation shdll conform to requirements of Flat Glass Marketing Association "blazing Manual". 3. Consumer Product Safety Act and the standard for architectural glazing materials (16 GRF 1201). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Thermal breakage. 2. Installation of wrong size glass. G. TEMPERED GLASS: Tempered plate, 1/4 inch minimum thickness, clear, or as scheduled, AN51 ZCITI, D. INSTALLATION: Install materials in accordance with glass manufacturer's recommendations using workmen skilled in this type of work. Install glass without binding, warping, or strain. Thoroughly bed and back putty glass set with glazing beads and moldings. Where glazing beads are provided, carefully remove and reset, using caution to avoid marking or In any way defacing Work. E. GLEANING: Remove excess compound and leave glass and surrounding area clean. Glean glazing surfaces with non -staining solvent or detergent. Remove and replace improperly set, broken, cracked, and unacceptable glass. SECTION 001266 - 6YPSUM WALLBOARD SYSTEMS A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern the Work except where more restrictive items are specified: I. AN51 Agl.l. 2. Gypsum Association Specifications. 3. A5TM G 154, 4. A5TM G 540. B. FRAMING: Refer to Rough Carpentry. G. WALLBOARD: Provide standard gypsum board, A5TM G 36, fire -rated board, type "C" or "X", A5TM G 36, moisture resistant board, A5TM G 630, D. TRIM AND AGGE55ORIE5: Galvanized steel, provide U% Reinforced Our -A -Bead corner beads, U56 200-A trim, and USG 0013 expansion joints. E. APPLICATION TO WOOD FRAMING: I. LE%TH5: Use longest practical lengths. Small pieces permitted only as necessary to fill the spaces. 2. DIRECTION: Long direction across framing except vertical appllcation may be used on walls provided boards reach to ceiling in one piece. 3. ORDER OF APPLICATION: Ceilings first. 4. BOARD GONTACT. Apply so edges touch. Do not force fit. 5. END JOINT5: Must occur over supports. Maximum gap is 1/4 Inch. 6. 5TA66ERED JOINT5: Required for partitions and ceilings so end joints do not align in any way. 1. NAILING: a. EDGE LOCATION: At least 3/6 inch from board edges. b. EDGE SPACING: -8 inches for walls; I inches for ceiling. c. FIELD 5PAGIN6: 12 Inches on center; double nail 2 inches from first nail. d. FIRE RATED BOARD: Refer to manufacturer's literature. F. TRIM: Provide trim where board abuts other material, where shown, and where needed to cover exposed ends of board. Provide floated flange design, except where exposed type is shown. 6. JOINT FINI5HIN6: Float out and sand to make joint Invisible when painted with untextured paint typically and tape and fill without sanding in concealed locations. H. WORKMANSHIP TOLERANGE5: I. V150AL: Any nicks, bumps, out of level, or out of plumb areas detectable by the naked eye must be corrected. 2. WALL5: Maximum deviation from vertical Is 3/8 inch. 3. BUMP5 IN BOARD: I/& in 24 inch maximum. 4. GORNER5: Maximum out of square 3/16 inch in 16 inches. SECTION 0d1310 - CERAMIC TILE A. MINIMUM GOMPLIANGE 5TANDARD5: Furnish ceramic tile conforming with the standard grade requirements of TGA 131.1. Provide a Master Grade Certificate signed by the Contractor and manufacturer for each type of tile, certifying the grade, type and quantity of tile, as well as Identification information for each container of ceramic tile. Provide materials obtained from a single source for each type of tile and color so as to minimize variations in appearance and quality. B. MATERIAL5: I. WALL TILE shall be of standard grade aid quality ceramic mosaic as manufactured by: Dal -Tile Corporation Dallas, TX 15211 (214) 3q8-1411 Tile shall conform to requlrements of AN51 151.1 and Shall be furnished in size and color shown on the finish schedule. 5vpply the from other manufacturers if shown on the Finish schedule. 2. OR6ANIG TILE ADHE51VE (FOR WALL5): Gomply with AN51 A 136.1, Provide primer -sealer as recommended by adhesive manufacturer. 3. GROUT FOR PORCELAIN TILE: Refer to Finish Schedule. 4. FLOOR TILE: Furnish tile which conforms to requlrements of AN51 131.1. Refer to the finish schedule for manufacturers, types, and sizes. G. INSTALLATION: I. Lay out tile work using field the and trim shapes as shown. Extend the work into recesses and under equipment in spaces shown or scheduled to receive tile. Accurately form Intersections and returns. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight, aligned joints. Fit tile closely to electrical, outlets, piping and fixtures so that plates, collars, or covers overlap tile. 2. 6rout In accordance with manufacturer's recommendations and applicable AN51 standards. D. TILE DETAIL5: I. ED6E5: Typically eased edges where exposed. Use bullnose only where shown. 2. INTERNAL VERTICAL CORNERS AND CEILIN6 WALL JOINT: Square. 3. COVE 5A5E: Match floor tile except where shown otherwise. 4. COLOR: As selected by Architect and approved N the Owner. E. EXPAN51ON JOINTS: 5vb5titute sealant for grout where movement may be expected. Provide sealant at the following locations: I. Expansion joints and control joints. 2. Agalnst door frames and simllor Items. 3. Around wall penetratlons. F. LAYOUT: I. CENTER PATTERNS: Arrange layout so no tile is smaller than half size, except when controlled by other areas. Avoid narrow slivers of tile. 2. JOINT PATTERN: Align joints in both directions when square or rectangular tile is used. Lay parallel to floors and walls. 3. HEI6HT5: Extend tile to nearest height without cutting tile, where the height is dimensioned. 6. GLEANING: I. Leave finished the Installation clean and free of cracked, chipped, broken, unbonded, or otherwise defective work. SECTION O41510 - ACOUSTICAL CEILIN66 A. EXP05ED GRID 5Y5TEM: Provide direct hung suspension system complying with A5TM G 635, Intermediate duty main runners and minimum 10 IbAlreal foot cross tees, with smooth matte white painted finish. I. WALL MOLDING-5: 15/16 inch angle molding as manufactured by the suspension system manufacturer. 2. HAN6WIRE: 12 gauge annealed. 3. GOATIN6: 6olvanxanized. 4. EXPO5ED FIN15H: Factory flat white enamel. 5. APPROVED MANUFAGTURER5: Use only one manufacturer's products. a. Dom Corp., Nestlake, OH 44145 (216) 811-1000. B. AGOU5TIG GEILIN6 BOARD: Vinyl faced fiberglass ' Shasta' and or vinyl faced gypsum board. I. TYPES: Refer to the Finish Schedule. 2. 51ZE: 24 inch x 24 Inch x 5/5 or 3/4 inch. 3. N015E REDUCTION COEFFICIENT: .50 - .60 type 1 mounting. 4. SOUND TRAN5MI5510N GLA55: Minimum 35 to 3q db. 5. FLAME RE515TANGE: Glass A, Incombustible per F.5. 55-5-I18A. 6. FLAME SPREAD: Glass 1 (0-25) per A5TM E 84. G. APPROVED MANUFACTURERS: Use only one manufacturer's products. I. Armstrong World Industries, Inc., Atlanta, 6A 3033q (404) q55-1688. 2. The Gelotex Corp., Tampa, FL 33601 (8I3) 811-4554. 3. United States Gypsum Go., Chicago, IL 60606-4385 (312) 321-4000, D. install suspension system in accordance with manufacturer's relevant specifications and A5TM G 636. E. 5PAGIN6 AND SUPPORT: I. Space hangers minimum 6 inches from end and 4 feet between ends. 2. Provide additional hangers for Items to be supported by ceiling suspension system to prevent eccentric deflection or rotation of support. 3. Support main runners directly from hangers; do not bear on walls or partitions. 4. 5pace main runners to support acoustic panels and other Work resting in or on the ceiling. 5. Interlock cross -runners with main runners. 6. Adjust suspension system every 20 feet to plus or minus 1/4 inch from module in both directions. F. AGOU5TIG GEILING BOARD: Install ceiling board and tile in accordance with manufacturer's specifications. G. COMPLETION: I. Repair or replace damaged work. 2. Glean premises of solling and litter from Work specified in this 5ectlon. SECTION 01615 - RE5 I L I ENT BASE A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to the following: I. Warping, buckling, shrinking, or cracking. 2. 5oftening or discoloring. 3. Coming loose. B. APPROVED MANUFAGTURER5: I. Roppe Rubber Corp., Fostoria, OH 44503 (500) 531-g521. 2. Burke Flooring Products, San Jose, GA g5112 (408) 291-3500. 3. Flexco Division of Textile Rubber Co., Tvscumbla, AL 35614 (205) 383-1414. G. MATERIAL5: I. Material: Rubber. 2. 51ze: 1/8 Inch thick x height shown on Drawings. 3. Golor: As selected by Architect from full manufacturer's range. D. APPLICATION: I. Butt ends to hairline fit; avoid stretching. 2. Place base with joints under compression and so toe continually touches flooring. sue., � k b� G� 0t% i 0OT 00�u V L V tu O_ SECTION O�cIOO - PAINTIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to the following: I. Noticeable discoloration, streaking, blooming, darkening, or fading. 2. Mildewing. 3. Peeling, cracking, blistering, aillgatoring, or releasing from the substrate. 4. Gholking or dusting excessively. 5. Changing sheen in irregular fashion. 6. 5oftening or becoming tacky. B. 505MITTAL5: Submit full range of colors, patterns, textures, and finishes available for selection including the following: I. DOLOR GHIP5: Provide complete set of color chips for color selection. 2. 5MALL APPLIED 5AMPLE5: Provide pieces of actual material on which paint will occur, with minimum dry mil thickness of specified paint. 3. 5HEEN 5AMPLE5: Provide full range of varying sheens when sheens are controllable by Intermixing. 4. MATERIAL L15T5: Give the manufacturer's now, product name, number, and generic description of each proposed product and its use. Provide product data sheets if so requested. G. GOLOR5: Refer to Finish Schedule. D. PREPARATORY WORK: I. PROTEGTION WORK: Arrange procedures and devices to protect other Work from disfigurement and physical damage. Repair or replace materials damaged as a result of the Work of this Section. 2. 5TEEL AND IRON: Remove grease, oil, and dust, and touch-up chipped and abraded places on items that have been shop primed, using same type of primer. 3. GONGRETE, MASONRY: Gheck for high moisture and alkali content. if high alkali is present, neutralize to suitable levels. 4. 5UB5TRATE-5 GENERAL: Provide normal minor patching on surfaces provided under other sections of this Work. Excessive patching or treatment Is not included in this Section of the Work. E. MANUFAGTURER'S IN5TRUGTION5: Follow the manufacturer's preprinted instructions as a minimum requirement for the use and installation of his products. I. APPEARANCE: Provide uniform color, texture, and sheen. 2. NEATNE55: Do not smear, spatter, or run coatings over adjoining colors or materials. Gut -in lines shall be straight. F. PAINT THIGKNE55: Provide the following minimum dry film thickness per coat: I. INTERIOR: I mil. 2. EXTERIOR: a. ENAMEL5 ON METAL: I mil. b. AGRYLIG URETHANE GOATING: per manufacturer's recommendation. c. LATEX PAINTS: I mil. d. METAL PRIMERS: 13 mils. e. UNDER GOATS: 1.5 mils. f. OIL PAINTS: 13 mils. g. TRAFFIG LINE5: 23 mils. 3. THIGKNE55 TE5T: Use visual observation gauge that measures 'V' shape scratch. G. COMPATIBILITY OF PAINT TYPE5: Verify the compatibility of each type of finish coat with shop primers and between field coats. When necessary, switch paint types or use a block coat to avoid Interference between paint types. H. TYPICAL EXTERIOR 5Y5TEM5 I. GALVANIZED METAL: I coat Zinc dust, cement primer, or epoxy ester. 2 coats 5eml-gloss exterior enamel. 2. STEEL OR IRON. (Regular primer by fabricator) I coat Touch-vp of primer. I coat (Intermediate) Iron oxide primer. 2 coats (Finish) Semi -gloss exterior enamel. 3. ALUMINUM TRIM: prep/ prime per mfg'r. I coat recommended primer 2 coats acrylic urethane coating- Acrylithone by Jones Blair Paint Go. or equal. 4. PAVEMENT: (Traffic lines) I coat Zone marking paint. TYPICAL INTERIOR 5Y5TEM5: I. PAINTED WOOD: I coat Oil base enamel undercoat. 2 coats Satin enamel. 2. GYP5UM DRY WALL: I coat Sealer and primer. 2 coats Oil base enamel. 3. 5TEEL: (Primed N fabricator) I coat Touch-up of primer. 2 coats Semi -gloss enamel. SECTION 10610 - TOILET ROOM ACCESSORIES A. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. B. MINIMUM GOMPLIANGE 5TANDAR05: The following Documents govern the Work except where more restrictive items are specified: I. AN51 A111.I. G. APPROVED MANUFAGTURER5: I. Bobrick Dispensers, Inc. 2. Ghorles Parker Co. 3. Bradley Washfountoln Go. 4. Watrovs, Inc. I. Gomplete sanitary plumbing system for the building with connections from the plumbing fixtures and equipment Indicated on the drawing to the public sanitary sewer Including tap, If necessary, or to private dlsposal system. 2. Installation of water piping and equipment connectlons including water service lines and meter IF required. 3, Furnish and Install plumbing fixtures as shown on 5ht. P-1 4. Work excluded: Noted on drawings. 2. General Requirements: A. Equipment furnished shall fit the space available, with correction, etc., in the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and indicate the manner and method of the installation while the specifications and fixture list denote the type and quality of material and workmanship to be used. 3. Piping: A. 5anitary Piping: Gast -Iron no -hub pipe or Code approved plastic shall be used for soil and vent pipe in or under concrete and for vent pipe 3" and larger. Grade carefully, support firmly and uniformly; adjust adjacent lengths of pipe with reference to each other. Open ends of pipe shall be temporarily closed with wood blocks at and of each working day. Grades shall be not less than 1/5 " per foot unless noted. Standard weight wrought steel pipe to conform with A.5A. specifications 8-36. Article 10-101 shall be used for vents with inside diameter of 2-1/2" and less. B. Water Piping: Copper pipe shall be used for all water supply piping except service from meter to building, Type "L' hard drawn copper shall be used for pipe not set under concrete. Type "K' soft copper shall be used for B. Piping shall be installed with adequate provision for m k expansion and contraction using swing joints, pipe W (� clams, anchors and expansion joints. Fittings shall b p be so spaced that they will not interfere with sliding '^' 0 0 of pipe on supports. tp 5. Gleanovts: UJ A. Gleanouts, same size as pipe, shall be installed in .,o 0 N soil and waste lines at every change of direction and 500 at every 50 feet of run whether shown on drawing or C F4 not; and shall be accessIn cases. When occurring Uible a i` ~ in finished wall or floor, set flush with surrounding surface. ~ 6. Vents: A. Vents shall extend not less than 10 inches through the roof. They shall be gathered together where possible into one vent as shown. 1. Flashing: Z A. Openings in the roof for vent pipes shall be flashed and soldered water -tight. Flashing for pipe shall not be lighter than 4 lb. per sq. ft. sheet lead and shall _ be made of two pieces. The lower piece shall be at least 14" square. The top piece shall fit tightly and a shall extend to the top of the pipe and turn down inside the pipe at least I". 8. Pipe Accessories: A. Gate Valves. 2-1/2 inches and smaller, Grone No. 431UB 1n or equal, screwed, 125 P51; 3 inches and larger, Crane 0 No. 351-1/4 or equal, flanged, 125 P51. in copper lines use Nlbco 5235 or equal. B. Globe Valves. 2-1/2 Inches and smaller, Crane No. l or J W equal, screwed, 125 P51; 3 inches and larger, Grone No. 351-1/4 or equal, flanged, 125 P51. In copper lines use Nibco 5235 or equal. $ S G. Valve Boxes and Valves. Valve box shall be cast Iron } J with cast iron cover secured to box with brass cap screws. Valve shall be iron body, bronze or brass ^ trim, wedge type, 125 pound W.P. and shall meet AMA vY Specifications. D. MOUNTING LOGATION5: Refer to the Drawings. When not shown, piping under concrete. Fittings shall be wrought copper throughout. Dielectric couplings shall be D. Check Valves. In copper lines use Nibco No. 5433 or submit manufacturer's recommendations for locations and mounting height before proceeding. Installed at any material change In system. Gut pipe equal. accurately to measurements established at the building E. Dielectric Fitting. Nonferrous, Epco Sales Co., E. IN5TALLATION: 5ecvrel y fasten each Item to prevent and work into place without springing or forcing. Pipe Cleveland, Ohio, or equal, at all connections between (n dislocation or vandalism. Attach each item plumb and level and fittings shall be free from burrs, and fins; and copper pipe and ferrous pipe and equipment. 7- in the locations indicated. pipe ends reamed and cleaned. Joints shall be soldered O with streamline q5/5 solder. F. Provide trap primers For nearest sink or lavatory to DIVISION 15 - MECHANICAL hub chains or floor drains equal to J. R. Smith I. Work Included: 4. Pipe Hangers and Supports: 'Primeze'. `+l A. Provide materials, equipment, labor and services A. Horizontal suspending piping shall be supported by q. Fixtures: .. `` V necessary For the installation and placing into Grawford Fig. L2 or equal adjustable steel ring hangers operation a complete plumbing and piping system as with solid rod supported and turnbuckles capable of A. Fixtures shall include brackets, cleats and anchors specified and shown on the drawing. crew adjustments after installation. Hanger spacing required for support. B. The work in general shall consist of, but is not for cast Iron pipe shall not be greater than 5 feet; B. All plumbing fixtures shall be "first quality' as to limited to, the following: for other pipe, not greater than 10 feet. Hangers defined and set forth in commercial standard G5-36 as shall be provided at offsets and changes in direction. promulgated by the U.5. Department of Gommerce. All (n Hanger rods shall be 3/5 " for pipe under 3", 1/2 ' for enameled iron Fixtures are to have acid resisting white r§ri pipe above 3". enamel. G. Fixtures and fittings shall be from one manufacturer and of similar character in any room or location. Escutcheons, handles, etc., on different fixtures shall be of the same design. All fixtures and Fittings shall be submitted for approval with cuts and full description. All exposed metal not otherwise specified shall be polished chromium on brass or bronze. All supply valves shall have renewable seats aid discs. All hot and cold water supplies to fixtures shall be provided with stops. Provide cast brass P-traps with cieanout for each lavatory and sink except as specifically noted. 13. Access Panels: D. After plumbing fixtures are set the crack between the fixture and the wall shall be caulked carefully with 14 Tubtlte as manufactured by American Fluresite Gompony or approved equal. E. connections to Equipment: I. Contractor shall make plumbing and piping connections to equipment specified to be furnfshed by Owner or under other sections of these specifications except final connections to air conditioning and heating equipment. 5ufficlent approved air chambers shall be installed to prevent water hammer. After completion of work, exposed fixtures, equipment and pipe shall be thoroughly cleaned. Pipe Insulation: A. Domestic hot water pipe and drain piping from water coolers shall be insulated with 1/2 " thickness foamed plastic Insulation equal to Armstrong, Johns -Manville or Gustln-Bacon. Insulation shall be applied in accordance with manufacturer's recommendations. Miter cut insulation to fit pipe fittings. Seal all joints in the insulation with approved cement. B. Where shown on the Drawings or required by goverrxnental agencies having jurisdiction, at lavatories for handicapped persons provide Johns -Manville "Aerotube' insulation, with paint coating, on hot water supply, tailpiece, and trap. Sleeves: A. Pipe sleeves shall be Schedule 40 steel pipe galvanized after cutting to length or 14 gauge fabricated steel sleeves galvanized after fabrication. Install wherever pipe passes through floors or walls above or below grade. Size sleeves to allow minimum clearance between pipe aid sleeve or between insulation and sleeve. Use oakum caulking between pipe and sleeve, sealed with a hot poured plastic waterproof compound. Anchor sleeves in walls and floors. Floor sleeves to extend 1/4 " above f Ivor. Water Heater: A. Install as per monuf. recommendations. A. Furnish access panels where indicated on drawings and where required to permit access to concealed equipment for operation, maintenance and repair. Access panels shall be sized for service, however, not less than 10" x 10", complete with frame, anchor straps, hinged door with screwdriver or key -lock and finished coating of paint, unless otherwise noted on drawings. These panels shall be turned over to the General Gontractor as construction progresses, with Instructions as to their proper locations. B. Access panels shall be Zurn #Z-1316, or #Z-1311, or J. R. Smith #4160, or #4165. Excavating: A. Perform necessary excavating and backfllling for Inside and outside plumbing lines and accessories. Excavating shall be true to line and pitch. Backfill shall be placed in layers not over 8" in depth, each layer properly moistened, solidly iron tamped, or otherwise compacted to a density of not less than that of adjacent undisturbed earth. Puddling with water to achieve compaction will not be permitted. See 5ection 02230. 15. Tests and Inspections: A. The completed systems shall be tested in accordance with regulating authority or under direction of Owner or his representative. DIVI5ION 15500 - AIR GONDITIONIN6 I. Work Included: A. Provide materials, equipment, labor and services for the Installation and placing Into operation of a complete heating and cooling system as specified or Indicated. B. The work In general shall consist of, but Is not limited to the following: I. Equipment as specified together with necessary ducts, grilles, registers, controls, piping, low voltage fans, control writing, hangers, stands equipment supports, flashing at equipment, duct and pipe insulation, unless otherwise noted. 2. Related Work: Openings for ducts, grilles, registers electric service to the equipment (except control wiring) and finished painting. 2. General Requirements: 3. Equipment and Material: A. In no case shall smaller equipment be installed than that specified or Indicated. 4. Ducts: A. Ducts shall be fabricated by skilled mechanics and Installed in a workmanlike manner. B. Transitions, fittings and elbows shall be constructed to offer a minimum of noise and resistance. Where space permits, elbows shall have a radius of 1-1/2 times the width (or depth) and transitions shall be gradual with changes not exceeding I" In 4". When structural conditions necessitate, fittings and elbows shall be made sharply as required but with vanes as recommended by A5HRAF (wide. Riot angle branch take -offs to grilles and registers from the main shall be made with the use of extractors. G. Ducts shall be securely supported with strap Iron or angles. Generally ducts shall be supported from overhead members. D. sheet Metal Duct Work: 1. 5heet metal work shall be In accordance with details shown in latest edition of "Low Velocity Duct Construction 5tandcrds" referred to as "Manual', and published by Sheet Metal and Air Gonditloning Gontractors' National Association, Washington, D.G., unless otherwise indicated. 2. Manual shows methods of fabrication, dampers, louvers, air Intakes, etc. Use the Manual unless manufactured products are specified. 3. Use low carbon galvanized steel of lock forming quality, with minimum galvanizing of 125 ounces per square foot with name of manufacturer and trade name stamped on each sheet. 4. Flexible connections. For all duct connections to each fan provide Ventglas (Ventfabrics, Inca, or equal, neoprene coated glass fabric, flexible connections, minimum 4 inches wide with at least I inch slack. 5. Hangers and supports. Use band Iron hangers for ducts 36" or smaller in width, bend each hanger over on bottom of duct as in Plate No. 18, and fasten with metal screw. Use trapeze hangers, for ducts greater than 36" in width. E. Fiberglass Duct Work: A. Equipment furnished shall fit the space available, with I. Fiberglass duct work shall be in accordance with connection, etc., In the required location and the details shown in latest edition of "Fibrous Glass adequate space for operating and servicing. The drawings Duct Gonstruction 5tandards" referred to as are generally diagrammatic and indicate the manner and "Manual", and published by Sheet Metal and Air method of the installation while the specifications and Conditioning Gontractors' National Association, equipment list denote the type and quality of material Washington, D.G., unless otherwise Indicated. and workmanship to be used. 2. Manual shows methods of fabrication, dampers, 4, W louvers, air Intakes, etc. Use the Manual unless ,� C manufactured products are specified. 3. Use fibrous glass I thick standard duty duct board. 0) 4. Hangers and supports are to be according to Plate 6 No. 20 of Manual. ,Q) u 0 DO F. Roof curbs at HVAG units. � 0PO a�U 5. Insulation: A. Supply ducts outside of the conditioned spaces shall be insulated with 2" of #15 Ultralite or equal with the insulation securely wired on with overlapping joints so that there are no voids. Raw edges of insulation shall = be sealed. Ito r.a B. The inside of the supply and return ducts from the air ? conditioner shall be lined from the air handling d equipment to a distance of 10' from the unit, or as indicated on the drawings, with Ultralite #300 - 1/2 " V thick, or approved duct liner acoustical board. This material shall be fitted carefully on the inside of the _ — duct and shall be fastened on with cement supplemented by lu screws and washers on top and sides of duct or use V fiberglass ducts. Equipment to be properly vibration d isolated so as to minimize equipment operating noise Z transmission. O G. All insulation work shall be performed by a recognized insulation contractor specializing in commercial and industrial projects, installed in accordance with manufacturer's recommendations. J N D. Insulation, vapor barrier, adhesive, sealer aid covering W installed as lining or covering shall possess a flameuuQJJ spread classification not exceeding 25 without evidence } of continued progressive combustion and a smoke developed rating not exceeding 50. Flame spread and smoke Q developed test procedures shall comply with A5TM E34T aid shall be UL. listed accordingly. 6. Ventilation. A. Provide supply and exhaust fans of the size and type Indicated. All fans and ducts shall operate without objectionable vibration or noise. The motor or entire assembly shall be isolated from the structure with approved type of lsolation absorbers. B. Power roof exhausters shall have a steel frame and aluminum or fiberglass housing. Fans shall be direct drive or vee belt driven using cast iron sheaves. The X �■ motor sheave shall be variable pitch for plus or mirws `l 10 percent variation from rated speed. The entire V rotating assembly and motor of each fan shall be isolated to prevent the transmission of vibration into the — structure. The hood covering the fan motor and drive shall be hinged and provided with an approved locking device to fasten hood in closed and open positions. Bird screen of 1/2 ' aluminum hardware cloth shall be provided for all fan outlets. Self-acting dampers are required. Provide nonfusible disconnect switch at each for. 1. Registers, Diffusers, and Grilles: A. Registers, diffusers and grilles shall be furnished and installed In sizes and at locations shown on the drawings. Accessories such as dampers, air volume extractors shall be provided as noted on the drawings. Registers shall be equipped with a gasket behind the face flange which shall make an air tight seal between the outlet and the wall. Outlets shall have sufficient evenly spaced mounting screws to permit drawing the Face flange tightly against the mounting surface, and compressing the gasket material into an air -tight seal without bending or bowing the face flange of the outlet. All outlets shall be installed plumb, level and parallel to the building walls or floors. 8. Electric Wiring: A. Mechanical equipment having electric motors shall be furnished with necessary control devices For the protection of each motor and for automatic and/or manual control. B. Electric wiring is Included under the electrical section of the specifications except low voltage control wiring. The Contractor shall furnish temperature control, magnetic starter, and other control switches and devices to the electrical installer, Room thermostat and control switches shall be furnished as shown or directed, and controls, relays, starters and wiring shall conform to the governing electrical codes, q. Excavation, Gutting and Fitting: A. Perform the excavation, cutting, fitting, repairing, aid finishing of the work necessary for the Installation of the equipment specified herein In accordance with 02220. No cutting of the work of other trades or of any structural member shall be done without the consent of the designing Engineer. 10. Final Tests: A. Before acceptance and final payment, demonstrate that all apparatus Is functioning properly and efficiently. Balance air quantities for even temperature throughout, adjust controls, and in general place the system Into operation. Start-ups for the first heating and the first cooling season shall be performed as part of the contract. II. Guarantee: A. The Gontractor shall guarantee all material and equipment to be free from defect of material and workmanship and shall replace or repair without cost to the Owner all defective material and workmanship for a period of one year. 12. Instructions: A. Gontractor shall instruct the Owner in the proper operation and maintenance of the equipment. SECTION 16000 — ELECTRICAL SYSTEM I. Work Included: A. Provide materials, equipment, labor and services necessary for the installation and placing into operation of a complete electrical system as specified or indicated. B. The work In general shall consist of, but is not limited to, the following: I. Furnishing and installing fixtures with lamps, unless noted otherwise. 2. Furnishing and installing electrical work, panels, service conduit, wiring, etc., for outlets and equipment. 3. Furnishing and installing telephone outlets, conduits, wire and terminal boards including condult and wire from telephone terminal board to the building entrance as indicated. 4. Temporary Construction Power: Furnlsh and Install temporary construction power wiring as required to provide sufficient power and lighting for construction needs. Obtain temporary electrical service in the name of the Owner. Provide temporary lighting as required by Occupational Safety and Health Act for Adequate Illumination for construction and safety purposes in accordance with 5ectlon 01500. 2. General Requirements: A. Equipment furnished shall fit the space available, with connection, etc., in the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and indicate the manner aid method of the installation while the specifications and fixture list denote the type and quality of materials aid workmanship to be used. 3. Equipment and Material: A. Materials furnished under this contract shall be new, free from defects of any character, and shall conform with the standards of the Underwriters Laboratories, Inc., in every case where such a standard has been established, and shall be so labeled. B. Where two or more similar type items are furnished, all shall be of the same manufacturer, e.g., disconnect switches shall be of the same manufacturer unless otherwise noted. G. Material and Installation methods used shall be In accord with the latest and approved electrical and mechanical engineering practices. 4. 5ervice Entrance Equipment. A. 5ervice entrance equipment shall be in accordance with the requirements of the Municipal Governing Body and shop drawings shall be submitted to the serving Utility for approval by same. 5. Panelboards: A. Each panel shall be provided with door lock and two keys, keyed alike. Each panel shall be provided with typewritten sheet Installed on door, identifying the use of the branch circuit. Panels shall be flush mounted except as otherwise indicated. Panels shall have copper bussing as manufactured by Square D, ITE, Gutler Hammer, 6. Gonduit: A. Electrical Metallic Tubing: May be used for wiring not run in or under concrete or earth or in grouted walls. B. Galvanized or 5herardized Steel shall be used for wiring In or under concrete or earth. Conduit in earth coated and wrapped with Ployken 900 tape or code approved PVG. 1. Wire: A. Soft drawn annealed copper having conductivity of not less than C18% of that of pure copper, uniform In cross section, free from flaws, scales and other imperfections. I. Insulation: Type TBW for branch wiring of size #6 and smaller and as specified for feeders. Use insulated wire from recessed fixture outlet to Junction box. 2. 51ze5: No wire smaller than #12 shall be installed for lighting receptacles, or other circuits. Wire larger than #10 shall be stranded. 3. Grounded Conductors: No smaller than #8 copper encased in rigid steel conduit. 8. Miscellaneous Materials: A. Safety Switches: Heavy duty and general duty as required and/or as noted on drawings. Use NEMA-I for Interior use and NEMA-3 for exterior use. B. Fuses: Busman Mfg. G. Gonduit Straps: Heavy gauge steel snap -on type. D. Gonduit: Equal to Rigid GIIFton (hot dipped galvanized) and Electrical Metallic Tubing. E. Electrical Metallic Tubing Fittings: Equal to T 1 B and/or Briegel. Gonnectors shall have insulated fittings. F. Rigid conduit locknuts and bushings: Equal to T d B. (7. Flexible conduit and fittings: Equal to California Gonduit and Gable Gompany, Inc. H. Liquid tight conduit and fittings For all exterior and equipment connections. I. Outlet boxes, plaster rings, etc.: Equal to RAGO. J. Gondulets: Equal to Grouse-Hlnds. K. Wire and Gable: Equal to general cable and/or simplex. L. Devices: Equal to Hubbell, switches 1220 receptacles (5262-1). M. Device plates: "Slater", "5ta-Kleen", and "Medalist Flip -Lid" for weatherproof locations. END OF 5PEGIPIGATION5 W">e �m� 0 0 a�0 0 Z L J� _0 tL k) W Standard Abbreviations I A/G AGOU5 ADJ ALUM AMP AUX. BOTT BLDG. G0. C GMU COL. GONG. CONT. GONTR. DET DA DWG EF EJ EL El ELECT EMER EQUIP EXT. FD FL FLA FLUOR F5 FT FURN G.G. 5A GAL\/ GND 6CYP BD HDW HORIZ HT. HW IG ID INSUL. LAM MAXNIJ MECH, MERCH MIN. MO MT5 MTL N/A NTS O.G. O.D. PART PB PLUMB Pi P5F PROP PVC PVM'T RD REGP RE IN REQ'D RPM 5CHED 51M 5 D5PEG 5T 5TOR 5URV 5Y5. TA5 TEMP THK T4B TYP VERT VTR W W/ 1^0 W WWF AIR CONDITIONING AGOUSTIGAL A13OVETABFIIN15H FLOOR ( 5LAW ALUMINUM AMPERES AUXILIARY BOTTOM BUILDING GLEAN OUT CONTROL J0114T CONDUIT CLEAR CONCRETE MA50NRY UNIT COLUMN CONCRETE GONTINUOU5 CONTRACTOR GOLD WATER DEPTH DETAIL DIOM TER =ORCED PLA5TIC :TOR ERRUPTER ION, 4 A/C MANUFACTURER Index 6f-Drawina5 COSIER PRO.IECT INFORMATION TEXAS ACCESSIBILITY STANDARDS TA5 DETAILS ARCHITECTURAL Al DIMENSIONED FLOOR PLAN A2 FINISH PLAN 4 SC+WVI E MECHANICAL, ELECTRCAL 4 PLUMBING Et ELECTRICAL POIJ PLAN 5PEGFICATIONS 51121 SPEOFKATION5 51*2 5PEGFIK.ATIONS 5P3 5PEGFICCATION5 5P4 5PEGFK.AMONS 5P5 SPEOFICATION5 51% 5PEGIFICATION5 51 5PEGFICATION5 Si 5PECIFIC.ATIONS 5P9 SPEGFICATIONS My OF COLLEGE STATION Building Inspection Department PROJECT: Received Reviewed 5AYL.I55 LEASE 5FACE (Interior Finish Out Suite STATION _ OF COu,EGE BUIIDINGD FOR COMPLIDMICE�NT RENIEWE OWNER: PER NOTES ON PERMIT No COMMENTS PER NOTES ON PLANS/SHEETS Giro \/. 5umaya BY DATE — 1305 West \/ilia Maria Road E3ryan, Texas 77505 (-I-7i '7-7 I-c15-75 DESIGN: Premier Desic� ns (361) �85-3053 CONTRACTOR Fremier Bui Ider5, Inc. -R 5QUARE FOOT 5u Ite I1� II 5u Ite I1� II °R SQUARE INCH 'L CHLORIDE 45 - _ MINUTE UNIT Jill �� �� I ' L-_.��6i�1�=_ NEUTRAL a©I =-I©c i I��� :i©w:=-� wa®.�:. —�i��l►G' .J - -I , 5PEGIFICATJ �,r. �. :all II,w �. �. .�.".r� �r_'�-` -- _ - -_ I�� 7 4 VENT THROUGH ROOF WIDTH WITH WOOD WATER RE515TANT WELD WIRE FABRIC 5TANDARD Suite "A" // FRINTED: OC705ER, 2005 1 1 1 31-0. ......................... �12" IF DOOR HAS LATCH 1 CLOSER FRONT APPROACH ............................................................. O U) ............ ................. ..................... ................ ................. ........ .......... 5. -0. IF DOOR HAS .rATCH 4 CLOSER 2, - .. 01 2- 0" ............ ...... ..... 4' -6- O I F POOR HAS LATCH 4 CLOSER ................ ...... .................... ............. 2'-0" :IF DOOR HAS �LATrH I CLOSER 2' 0 - - - ------------------------ . .............. TYP. MIN. DOOR APPROACH CLEARANCES OPT I ONAL 5TACKW LETTER5 REST ROOM SI&NA6E LOCATION ............................ 51 —01, SHELF NOT TO EXTEND BEYOND FACE OF PHONE ELEVATION OF PHONE BANK TYP. MIN. CLEAR FLOOR SPACE NOTE; DOOR GAN NOT SWING INTO ANY GLEAR FLOOR SPACE. NOTE: WHEN "X" 15 < 20* "Y" SHALL BE 45' MAX. WHEN "X" 15 20" to 25"; "Y" SHALL BE 44' MAX "X" SHALL BE < 25 Z SHALL BE > X FORWARD REACH LIMITS FO"ARD REACH LIMITS NOTE: ALL EGU I PMENT, RECEPTACLES, 5NI TrHE5, THERMOSTATS, AND DEVICES ALON6 THE ACCE551 BLE ROUTE SHALL CONFORM TO TA5 SECTION 4.21.5 4 4.21.4 ADD 56" IF THERE 15 STALL POOR AND IT 5NIN65 IN 56" K1kLL MOUNT MIN. 5q.. FL. MOUNT MIN, 54" MIN. FEJ ly TYP. RESTROOM DIMENSIONS NOTE: 1) GRAB 5AR5 TO NITH5TAND 250 FOUND5 LIN. FT. 2) EXP05ED LAVATORY DRAIN � 5UPPLY LINE5 TO BE IN5ULATED. 3) THERE 15 TO BE NO 5HARF OR AE3RA51VE 5URFAGE5 UNDERNEATH LAVATORIE5. L 'Till TAS EX15T. GOL. 1� ALL DOTTED WALLS TO BE REMOVED �.. .. ALL DOTTED WALLS TO BE REMOVED EX I ST I N6 FLOOR PLAN I- , -,-I WALE: 116" MIN. MIN. MIN. 2'-0" L L 2'-0" L L 2'-0' HALL FINISH -� NOTE: APPLY NONABSORBENT HALL FINISH MIN. 24" BEYOND H/G E URINAL (A5 5HOHN) FROM FLOOR TO 45" A.F.F. RE57ROOM WALL FINISH DET. i� • • Z�'%3:i"7�1�� TYP. DOOR A5 FOLLON5 (UNLESS NOTED OTHERWISE): ALL INTERIOR DOORS TO BE METAL FRAME KITH PLASTIC LAMINATE OVER 50LID HOOD CORE DOOR. BUTTS- STANLEY F55-1701 U526D Il PAIR EA. LOCK 5ET- SCHLA&E PRIVACY AL405, 626 SATIN CHROME UNDERCUT DOOR I" FOR RETURN AIR. I)5-OxT-O 2 5 4 5 6 b a 10 I1 5-Ox"!-O 54r,ALE:1/5"=II-C - qa 0-4 0-9 W ZJ L Al rA41 �WN1^ XM MIN. MIN. MIN. 2'-O" 2'-0' 2'-0' l' I o O B50RBENT WALL F]NISH �11.. i q No- C =cV APPLY NONABSORSENT HALL FIN15H MIN. 24' BEYOND WO C URINAL (AS ^^�1 V SH") FROM FLOOR TO 48' A.F.P. BY PA NTED TYi'. RESTROOM WALL FINISH DET. �• H V W m L i 7 rL JJ Ifl F O S GCS ® IU V 0 3 ® ® EXIST. LIbHT FIX (f, < H g ® -1 J ® W ® ROOMS 101, 102, 103, 104 4 ID9: EXI5TIN6 0 O &YP. BD. GEILIN& TO REMAIN. EXISTIN& LI&HT5 TO Be RELOCATED (REF. &LU. H /J GEILINi5 TO 19E PATCHED AS NEEDED. $ J _ RL2PL�GTMP GE I L I N6 PLAN $GALE: 3/32'-1'-0' v ROOM P I N I SH PLAN SCALE: 3/32•=I'-O' 9 6 A2 ROOM FLOOR BASE TRIM YYALLS GEILINb AI.1`. 9'-0' FINISH SGHEDUL� � 4 NOTE: LDED ILS a (FL�OORE WAL l GEILIN6) BY OTHERS. DNR TO BE N1ALL9 SHIELDED N/ LEAD, m�p iry X OC X m� EXPOSED COLUMN IN u� � � }V � READINb RM. « IIO TO F Q I DOOR IFRAMEO MATCH o x � III qq W�1 rcc � � ��pp 5N5�� NO. NAIT n 7 0. - � O LLI 101 MAITINb ROOM • • • • 102 • • • • • 104 RESTROOM • • • • • IOS RESTROOM • • • • • IOri • • • • 101 • • • • III • • • • • rA METERS I DI5CONNEGT5 W 0� mech, rm. too �0�o w�u I I r [I> N H a.a V Y. 1 ! 1 1 �dSURFACE MOUNTED N.E.M.A. 1 CABINET I m sC P z ® � EX15T. LIGHT FIXTURE ROOM5 101, 102, 103, 104 $ 105: EXI5TING O GYP. BD. GEILING TO REMAIN. EXI5TING IL .n LIGHTS TO 5E RELOCATED (REF. 5.C). CEILING TO 13E PATGHED AS NEEDED. NJV f�1 ul w� J w �+ ELECTRICAL POYVER 4 L 16HTI N& PL4N SCALE: I/8"=1'-0" E � z SYMB. DESCRIPTION � DUPLEX RECEPTACLE � 208 RECEPTACLE T❑ THERMOSTAT Q COMMUNICATION JACK ® PLUSH FLOOR DUPLEX RECEPTACLE JUNCTION BOX if?~ SW I TGH ® G.A.T. 55 GABLE OUTLET - STUB UP 1"CONDUIT AT EA. OUTLET TO P.A.G.S. RM. TI Tl HI6H SPEED INTERNET GALE PORT TO P.A.G.S RM. PANEL SECTION 01010 - SUMMARY OF THE WORK SECTION 01010 - DEFINITIONS 1 r] A. 56OPE: The Work, as defined In the General Conditions and described in the Gontract Documents is summarized as follows: Gontrrct a single story retail facility of wood frame construction with a masonry veneer , single ply membrane roof on plywood decking, aluminum windows and entrances, Interior drywall partitions, millwork, hollow metal doors and frames, acoustic ceilings, floors, finishes, toilet room accessories, equipment, site work, and mechanical, plumbing and electrical work. B. PRIOR ENTRY: 1. Owner reserves right of prior entry to completed and partially completed areas for performance of other Work to be performed under other contracts. 2. Gonflne construction operations, materials, and equipment storage, apparatus, temporary construction, equipment, and other construction related activities to such limits aid portions of the Project site as designated by the Owner, or as indicated on the Drawings. 3. Do not use adjacent properties, Including private properties and that of public domain, for material and equipment storage or for construction operations without specific written approval of any and all authorities having full and proper jurisdiction. SECTION 01018 - ONNER PROVIDED DOCUMENTS A. GOPIE5 OF GONTRAGT DOGUMENT5: The Owner will supply to the Gontractor, up to 10 sets of Gontract Documents, free of charge, for construction purposes. Additional copies will be available to the Gontractor if he pays the cost of reproduction. B. GOPIE5 OF SUPPLEMENTARY GONTRAGT DOGUMENT5: The following Owner provided documents are hereby designated as Supplementary Gontract Documents. The Project Designer does not guarantee their contents as to accuracy, completeness, or suitability. I. Soils Report, WA 2. 5urvey. SECTION 01025 - MEASUREMENT AND PAYMENT A. PROC-RE55 5GHEOULE AND G05T BREAKDOWN: Within 21 days after execution of Gontract, submit, In acceptable form, anticipated progress schedule showing subdivision of Gontract Into varlou5 Items of permanent construction, stating quantities and prices, as basis for computing value to Owner of permanent usable parts of facility to be paid for on monthly estimates. No payment will be made to Gontractor until such schedule has been submitted and approved. B. PRO&RE55 PAYMENTS: Monthly payments will be made on value of completed work and materials suitably stored at site, less retainage. Owner will not pay for materials stored off -site. Payment by Owner will be made within a reasonable time from date Gontractor's application is received. I. RETAINA&E: Retalnage of 10% of amount due Gontractor Hill be held by Owner until 30 Days after Substantial Completion. A. THE GONTRAGT DOGUMENT5: The Drawings are those enumerated In the "List of Drawings" and Identified In the Contract. The Drawings, in many Instances, are schematic and do not define exact locations of every part and piece of Work. Items furnished may vary in dimension and in other ways from the specific Items called for in the Gontract Documents. In such cases, determine exact position of each part by "on the job" measurements, drawings from equipment manufacturers, and coordination with other Work. B. 5PEGIFIGATION5: I. The Format of the 5peGifications divides the Work Into Major Divisions and Work 5ectlon5 and attempts to group the Work in each Section by source of material or by trade, solely for the convenience of the users. No trade jurisdictions are intended or implied. 2. The outline form and imperative voice are typically used to omit repetitlous use of words or word groups (such as "furnish and install", "Gontractor shall", and other similar statements) and to call for the type of materials and methods and limit of their use in the briefest possible manner. Such words omitted from the text shall be construed to be included just as if they were repeated each time. G. MINIMUM GOMPLIANGE 5TANDARD5 AND INDU5TRY 5PEGIFI6ATION5: Materials and operations specified by reference to published specifications of a manufacturer, a society, an association, a code, or other referenced standard, shall comply with the current requirements of the referenced document, officially published on or before the date of receipt of bids. SECTION 01410 - TESTIN6 LABORATORY SERVICES A. An independent testing laboratory may be selected by the Gen. Contractor to Inspect and test the materials and methods of construction as hereinafter specified for compliance with the Gontract Documents. B. The ben. Gontractor will pay for the initial laboratory services of materials that comply with the requirements of the Gontract Documents. The site work Sub Gontractor shall pay for testing and retesting of materials that do not comply with the requirements of the Gontract Documents, G. 5TRUGTURAL GONGRETE: I. A66RE6ATE TE5T5: Gheck the proposed aggregate in accordance with A5TM G 35. 2. MIX DE516N: Gheck the proposed mixes For proportions, water cement ratio and slump In accordance with AGI 613 and 31b. 3. SLUMP TE5T5: Take slump tests per A5TM C 143 at the beginning of each day's pouring operations and whenever water adjustments or noticeable change of slump occurs. 4. 5AMPLIN6: a. Make three standard cylinders at the beginning of each placement. Take extra samples at noticeable change In the concrete makeup. b. Take three additional test cylinders for every 100 cubic yards or fraction thereof. Gure per A5TM G 1012. c. Perform sampling in compliance with A5TM G 112. 5. TE5TIN6: Test cylinders for compression in accordance with A5TM G 39. a. LABORATORY CURE: 2 cylinders in accordance to A5TM G IG2. b. FIELD GURIN& Remaining cylinders In accordance to A5TM G 31. c. Test cylinders two at l days and two at 2D days, averaging test results. Test remaining cylinders at 56 days. SECTION 01510 - TEMPORARY FACILITIES A. GON5TRUGTION FAGILITIE5: Provide the following facilities for the use of all personnel, subcontractors, and other authorized personnel. I. TOILET FACILITIES: Provide sanitary, adequate facilities that meet legal requirements. 2. ELEGTRIG: Provide connections and controls for 115V, single phase power with controls within 200 feet of locations used. 3. LI6HTIN6: Provide minimum 50 footcandles for construction purposes where daylight Is not adequate. 4. G0N5TRUGTION WATER: Provide adequate water lines and hoses with controls within 200 feet of locations used. B. FIELD OFFICE: I. Provide aid maintain a weathertight building with lockable door and windows, to serve as a job ofFice available to the Contractor, Subcontractor, and the Owner. Provide lights, air conditioning, and heat as required. Provide a drawing table with lockable drawer and drafting bench. Remove office from premises when one can be set up Inside the building. c. (7RAPHIG5: I. JOB SIGN: a. 51ZE: Nominal 64 square Feet. b. MATERIAL: 3/4 inch APA exposure I or exterior plywood, A-G grade or MD overlay. c. P05T5: 4 Inches x 4 Inches; 2 required. d. FRAMING AND 13RAGE5: 2 Inches x 4 inches. e. LETTERING: Name of Job, Owner, and Contractor. Project sign shall be executed by a professional sign painter. SECTION 01600 MATERIAL AND EQUIPMENT A. 5055TITUTION5: I. Submit all substitutions proposed after the award of the Gontract In writing with sufficient Information, samples, and difference in cost for evaluation. Do not make substitutions unless they are approved in writing. 2. Prepare quotations for proposed changes in the Work in a "break down" Form giving the number of units, unit cost of materials, hours of labor, hourly cost of labor, tool costs, overhead, and profit, reflecting credits as well as extras. B. U5E MATERIAL5 THAT ARE: I. New and of high quality suited to the use intended except when noted as "used". 2. Suitable for the function Intended. 3. Gorresponding in quality to related materials in the absence of a definitive 5pecificatlon. 4. Of good appearance where exposed to view. 5. OF one manufacturer or source for the same specific purpose, with uniform appearance and physical properties. 6. Plainly marked, and delivered to the site in original unopened containers when the nature of the materials is suitable for containers. G. WORK BY OTHER5: Arrange to accommodate N.I.G. Work. Men Information is inadequate, request further Instructions before proceeding. D. Follow manufacturer's instructions. When such instructions are in conflict with the Gontract Documents, make request for clarification before proceeding. Keep a copy of the manufacturer's Instructions on the job. E. Perform high quality professional workmanship. .bin materials to uniform, accurate fit so they meet with straight lines, free of smears or overlaps. Install exposed materials appropriately level, plumb, and at accurate right angles or flush with adjolning materials. Attach materials with sufficient strength, number, and spacing of attachments that will not fail until materials joined are broken or permanently deformed. SECTION 01100 - CONTRACT CLOSEOUT A. I'MIJAL5, IN5TRUGTION5 AND KEY5: I. The Gontractor shall assemble and deliver to the Owner printed or typewritten operating, servicing, maintenance, and cleaning instructions and parts Ilsts for all items of equipment provided as part of the Gontract. Include names and addresses of local representatives of each unit of equipment. Index manuals containing Items of different equipment. 2. The Gontractor shall provide services of skilled and competent supervisory personnel to Instruct the Owner's personnel In the operation and maintenance of all operating equipment and systems provided as part of the Gontract. 3. Upon completion of the Work, the Contractor shall deliver all keys, including master keys and any special keys, and two copies of the keying schedule to the Owner, and shall assist the Owner in deactivation of construction keyed locks used in the Project. SECTION 01110 - CLEAN IN6 A. PERIODIC GLEANING: I. 6ARBA6E GOLLEGTION5: Provide a collection can at each location on the site used as an eating crea. Pick up all garbage not deposited in cans daily. If garbage is left overnight, cover cans. Remove garbage from the site at least weekly. Keep the Work area free of garbage, trash, and vermin infestation. 2. TRA5H REMOVAL: Glean the Work area of trash at least once a week. When rapid accumulation occurs, remove trash more frequently. Remove highly combustible trash such as paper and cardboard daily. 3. 015FO51TION OF DEBRIS: Remove debris from the site and make legal disposition. Locations for disposal shall be of the Contractor's choice within the above restriction. No debris or material may be buried or burned at the site. Take necessary precautions to prevent accidental burning of materials by avoiding large accumulation of combustible materials. B. FINAL GLEANING: I. The Work area shall be thoroughly cleaned inside and outside. Gleaning includes removal of smudges, marks, stains, fingerprints, loll, dirt, spots, dust, lint, and other foreign materials from finished and exposed surfaces. 2. Remove all temporary facilities. SECTION 02110 SITE CLEARIN6 AND 6RU55IN6 A. VE6ETATION PRE5ERVATION: Do not remove trees or shrubs without the specific approval of the Architect. Damaged vegetation shall be replaced. B. REQUIREMENTS OF REGULATORY A6ENGIE5: Adhere to State and local code requirements for the disposal of trees and struts removed from the site. 'W ts • &4 4)0ot �O�Qn y�U z IL 1J ko z V 1L V SPI G. OWNER5HIP OF REMOVED MATERIALS AND VEGETATION: Unless noted otherwise, removed materials become the property of the Contractor. D. PROTECTION OF VEGETATION: Rope, or fence off vegetation that is to remain to prevent damage. E. GRUBBING: Grub construction area to a minimum depth of one foot below the existing grade. I. 5TRUGTURAL EXGAVATION5: Remove entire main roots and stump roots. 2. 5TUMP REMOVAL: Remove stumps to a depth of a least 18 inches under lowest elevation of the excavation. SECTION 02200 - EARTHWORK A. The Soils Report governs existing subsurface conditions. B. CONGEALED CONDITION5: Variations from Gontract Documents for conditioner not apparent at the start of the Work, will be adjusted as described in the Contract Gonditions. G. 501L 5TIFFNE55: When information concerning subsurface soil stiffness Is not available, assume an angle of repose of 45 degrees under optimum molsture conditions. No angle of repose can be assumed when soil Is under adverse moisture conditions. Where concrete surfaces are shown vertical or steeper than the angle of repose, forms are required. D. GOVERNING DOGUMENT5: The following Documents govern the Work: I. Occupational Safety and Health Administration recommendations, Ghapter XVII, Ig26.652 2. IN TEXA5: Texas Trench Laws, HE, 662 and HB 665. E. EXCAVATION : I. IN5PEGTION: Do not place concrete In footingq excavations without the Gen. contractor Inspecting. 2. TOP501L EXCAVATION A. Do not excavate wet topsoil. B. Excavate topsoil and stockpile in area delicInated on site remove excess topsoil not being reused from site. F. FILL AND BACKFILL MATERIAL: Select fill material placed under slabs, foundations and paving shall comply with the following requirements. Material may be used from the site provided it is made to comply through the use of admixtures such as sand or lime. I. LIQUID LIMIT: 30 to 45. 2. PLA5TIGITY INDEX: I to 20. 3. LINEAR SHRINKAGE: 10% maximum. 4. PURITY: No stones or debris larger than 3 inches. 5. PLAGING TOP501L A. Place toppsoil in areas where seeding, sodding, or lanting is scheduled. B. Ine grade topsoil eliminating rough or low areas. Maintain levels, profiles, and contours of subqrade. C. Remove large stone, roots, crass, weeds, debris, and forelqn material while spreading, D. L►ghtry compact roll placed topsoil. E. Leave stockpile area and site clean and raked, ready to receive landscaping. G. GOMPAGTION: Provide q0% maximum density under walks and grassy areas, g5% minimum density elsewhere. Add water or dry out to maintain optimum moisture content. AA5HT0 compaction test Method T-qq, performed at optimum moisture. Place fill In layers not to exceed 6 Inches after compaction. H. GOMPAGTION OF GRANULAR FILL: Gompact trenches under slabs as follows: I. 12 INGHE5 OR LE55: Provide granular fill material soft enough to compact readily by water saturation. 2. BETWEEN 12 INGHE5 AND 36 INGHE5: Gompact N water saturation to within 2 feet of the surface. The final 2 feet 0 inches must be compacted in 6 inch layers. 3. OVER 36 INGHE5: Compact in 6 inch layers starting from the bottom. I. 5AND LAYER: I. LOCATION: Where sand cushion is noted under concrete slabs. 2. MATERIAL: Well -graded, Inorganic mineral sand in loose, non -stratified deposits, per A5TM D 2488. 3. THIGKNE55: 2 inches under walks and 4 Inches elsewhere. 4. COMPAGTION: Compact to support concrete without settlement during placing. J. VAPOR BARRIER: Provide a 6 mll polyethylene plastic film vapor barrier under floor slabs placed on earth. J. TE5T5: Tests and analysis of fill material will be performed in accordance with AN51/A5TM Dbgb DI55I, SECTION 02246 - SOIL STABILIZATION A. Coordinate the requirements of the Structural Drawings with the requirements of this Section. If a conflict exists, notations on the Structural Drawings take precedence. Refer to the Soils report and survey for existing subsurface conditions. SECTION 02264 - TERMITE CONTROL A. MINIMUM GOMPLIANGE 5TANDAR05: Gomply with all applicable, governmental standards. Unauthorized use of these chemicals is strictly forbidden. B. Warrant the Work specified herein for five years. Defects shall Include, but not be limited to, the following: I. Termite activity. 2. Damage of building materials caused by termites. C. Include replacement of damaged materials caused by termites within the Warranty period. D. APPLICATOR: Applicator shall be bonded to perform this type of Work. Where local licensing is available or required, applicator shall be licensed to perform this type of Work. E. P015ON DILUENT: Potable water. SECTION 02510 SECTION 05200 - CONCRETE REINFORCEMENT CONCRETE CURBS, WALKS, AND FAVIN6 A. MINIMUM COMPLIANCE 5TANDAR05: The following Documents govern A. WORK GOVERNED BY OTHER 5EGTION5: The actual performance of the Work except where more restrictive requirements are this Work remains within this Section, but subject to the specified: applicable requirements of Division 3 - Concrete. I. Specifications for Structural Goncrete in Buildings, AGI-301. B. MINIMUM COMPLIANCE 5TANDARD5: Work in accordance with the 2. Manual of 5tandard Practice for Detailing Reinforced following: Concrete Structures, AGI-315. I. AGI 316 and AGI 325. 3. Building Code Requirements for Reinforced Goncrete, 2. Portland Gement Association, PAOII and PL136. AGI-318. 3. AGI 302 G. GONGRETE MATERIALS: Provide 3500 psi gray concrete with air entraining and water reducing with accelerating or retarding compounds. D. PAVING AND CURB JOINT FILLER: Provide 3/4 inch thick, Glear heart construction grade redwood with "Zip Strip" or equal and dowels as detailed on the Drawings. E. PAVING JOINT SEALING GOMPOUND: Provide a single component, Urethane Sealant "5onnborne" 5L-1 or equal. F. 5LOPE FOR DRAINAGE: Slope walks, driveways, paving, and gutters. G. TOOLING: I. EDGING: Edge walks and paving edges to a 3/5 inch radius at expansion joints and where needed to form a neat appearance. 2. JOINTING: Where shown on the Drawings as control joints (CA) or tooled joint (T.J). 3. GONTROL JOINT: 5/4 inch wide. Use wrapped, smooth dowels to maintain alignment. 4. TOOLED JOINT DEPTH: 1/4 inch unless shown otherwise. 5. WORKMANSHIP: Remove marks of tooling from the surface. H. FIN151-1: Light broom or belt Finish with Ilnes perpendicular to traffic flow. SECTION 03110 - CONCRETE FORMWORK A. FORMING 5URFACE5: Provide formwork in accordance with Recommended Practice for Goncrete Formwork, AGI 341, with smooth and clean surfaces. I. WOOD: Dressed to uniform thickness without loose knots or other defects. Plywood minimum of 5/5 inch thick. 2. 5TEEL: Rust free or galvanized form surfaces. F. Provide EPA approved chemicals of the following types: BAGGE550RIE5: I. ORGB. ANOPH05PHATE5: Dursban TG, Dow Chemical U5A, Midland I GHAIRS AND BLOCKS: Provide plastic chairs where formed MI 486I4 (51i) 636-1000. 2. PYRETHOID5: surfaces are exposed. a. Dragnet FT: FMC Gorporation, Agricultural Chemical 2. EXPAN510H JOINTS: Provide wrapped doweia, or protect Group, Philadelphia, PA Ig103 (215 2qq-6000. dowels with cardboard tubes for alignmient reinforcing b. Demon TG: ICI Americas Inc., Wilmington, DE IgMq across expanslon joints. (303) 5I5-3000. 3. FORM RELEASE AGENT: Provide chemical type form release c. Torpedo: IGI Americas Inc., Wilmington, DE Igbgq agent. (303) 5T5-3000. d. Tribute: Velsicol Chemical Gorporation, Rosemont, IL 60015 (312) 6gbgI00. G. QUANTITIE5 OF WORKING SOLUTION: Provide I gallon per 10 square feet under the building slab and 2 gallons per 5 linear feet at slab perimeter. H. PROGEDURE5: Notify the supervising authority before commencing work. Do not apply poison to soils that are excessively wet. Apply solution Immediately prior to placing vapor barrier. G. INSTALLATION: Do not allow form release agent to contact reinforcement or concrete against which fresh concrete shall be placed. Wet board forms until joints are swelled shut. Formwork shall be strong enough to withstand the fresh concrete, and tight enough to prevent leakage of the mortar, D. FORM REMOVAL: Do not remove formwork until concrete has attained strength to support its own weight, live loads, and additional construction loads and has hardened enough to prevent leakage of the mortar. B. MILL REPORTS: Provide certificates from manufacturer describing steel used. If reinforcing cannot be identified, provide tensile and bending test reports. G. REINFORGEMENT: I. BARS: A5TM A 615. a. NO. 3 13AR5: Grade 40. b. ALL OTHER5: Grade W. 2. WIRE: A5TM A 52. 3. WIRE FABRIC: A5TM A 155. D. AGGE55ORIE5: Provide galvanized accessories. E. TIE5: 16 gauge annealed wire or standard clips. F. FABRICATION: Bend and cut bars, fabric, and wire cold to the following tolerances: I. Sheared length plus or minus I inch. 2. Depth of truss bars plus or minus 1/2 inch. 3. 5tirrup, ties, and spirals plus or minus 1/2 inch. 4. Other bends plus or minus I Inch. G. PREPARATION: Before placing reinforcement, inspect formwork for fit and tolerance. Glean reinforcing free from form coatings, sealers, powdered and scaled rust and other bond reducing conditions. H. 5PLIGE5 NOT DETAILED: 5taggered splices at adjacent bars, Do not splice at areas of greatest stress. I. INSTALLATION: Support and position reinforcement to prevent displacement 4 construction loads or concrete placement. 5upport bar reinforcement on chairs or concrete blocks of some mix design as concrete. SECTION 05512 - CAST-IN-FLACE CONC A. MINIMUM COMPLIANCE 5TANDAR05: The following Documents govern the Work except where more restrictive items are specified: I. 5pecificationa for Structural Concrete In Building, AGI 301. 2. Guide for Concrete Floor and Slab Gonstruction AGI 302. 3. Building Gode Requirements for Reinforced Concrete, AGI 518, 4. In hot weather, Work in accordance with the recommended Practice for Hot Weather, AGI 305. 5. In cold weather, Work in accordance with Recommended Practice for Gold Weather, AGI 306. B. DOGUMENT PREGEDENGE: Notations and requirements on the Structural Drawings supersede conflicting requirements of this Section. G. MATERIALS: I. CEMENT: A5TM G 150, Type I or III. 2. A66REGATE5: Standard weight aggregate, A5TM G 33. Refer to AGI 301-3.6 for maximum size. 3. WATER: Potable and clean. z L to 913 y - ` V w OL 0) effloq 4. ADMIXTURE5: a. WATER REDUCER AND 5ET RETARDER: A5TM C 4014; A, B, or D. Do not use chlorides. b. AIR ENTRAINER: A5TM C 260. D. MIX: Design concrete mix to comply with the standard of deviations specified in ACI-301 aid AGI-315 for the concrete strengths shown on the 5tructural Drawings. If no strength is shown, provide 3500 psi concrete. Include air entrainer for exterior exposed concrete to produce 5% plus or minus Ifs total air content as determined by A5TM G 231 or A5TM G 138. Provide a maximum slump of 4 Inches. E. IN5PEGTION AND PREPARATION: Do not place concrete until forming, reinforcement, and built-in items have been inspected and approved by the Architect. I. 5UE36RAVE: Dampen subgrades not covered with membrane by sprinkling Immediately before placing concrete. Omit when svbgrade is already damp. Dry out soggy subgrade before placing slabs unless wetting is uniform and placing can be done without damage to subgrade. Place slab screeds to precise elevation. Obtain the Architect's approval of subgrade and screeds prior to concrete placement. 2. FORM5: Remove dirt, sawdust, nails, and other foreign material from formed spaces. 3. BUILT-IN ITEM5: Install pipe, sleeves, bolts, anchors, and other cast -In -place Items securely. Use templates to set built-in items accurately. F. PLAGIN& I. Use buggies and metal chutes at slopes between 1:2 and 1:3 to avoid separation of aggregates. Drop concrete vertically In center; do not draw or rake concrete laterally to position. 2. Use ready -mixed concrete only. Comply with requirements of A5TM G q4 for mixing and transportation of concrete to the project. 3. Place concrete continuously in any one part of the work. a. If a whole part of the work cannot be placed monolithically, place to construction joints indicated on Drawings or as approved by the Architect. b. Retighten forms, clean hardened surfaces, and cover with bonding compound before placing against hardened concrete. 4. Place sloped concrete from bottom up. 5. Use temporary screeds when placing slabs to maintain levels and slopes as required. Provide adequate support for screeds to maintain accurate elevations. SECTION 03516 - W%ftTE WRING, TREATMENT, AND FINISHES A. GURING MATERIAL5: I. PRODUCT LIMITATIONS: Do not use products with the following characteristics. a. Leave oily or waxy residue that may Interfere with future coatings or flooring adhesives. b. Discolor surfaces designated to remain uncovered. 2. 5HEET GURI%: Nhite sheet materials only, complying with A5TM G Ill. 3. LIQUID GURING COMPOUND: a. TYPICAL U5E5, A5TM G 3N, clear, Type 1, or Type I-D with fugitive tint. b. OPTIONAL FOR EXTERIOR PAVING: A5TM G 30q, Type 2 or Type 1-0. 4. WATER PONDIN& Flood or spray water to keep concrete surfaces covered with water for the curing period. SECTION 04220 - CONCRETE MASONRY B. INTERIOR FLOOR TREATMENT COMPOUND: I. Gifford -Hill, "Hardtop". A. JOB GONDITION5: Lay no masonry when there is danger of 2. A.G. Horn, "Horn One-Kote". freezing in the next 48 hours. Erect no masonry walls when 3. Gurecrete Chemical Go., "Ashford Formula". there is danger of high winds in the next 48 hours. G FINISHING I. TYPICAL EXP05ED FORM FIN15HE5: a. Fill honeycomb, bubbles, holes, and knock off fins. b. Remove evidence of misall ed forms by chi 1 awa B. DELIVERY AND 5TORA6E: Deliver, store, and handle masonry units to avoid breakage and staining, Keep units dry until pp ng !Iinstallation. and by patching. c. True up corners and surfaces. G 2. FIN15HE5 FOR TYPICAL CONCRETE FLATWORK: Provide a steel troweled finish. Maximum surface irregularity shall be 1/16 inch in any running foot and 1/4 Inch in 10 feet. Apply floor treatment compound as specified. SECTION 04101 - MORTAR AND ACCESSORIES D A. QUALITY CONTROL: Brands and source of cementitious materials, admixtures, and aggregates shall be same throughout Work, and shall not be changed without written approval of the Architect. E. B. DELIVERY AND 5TORAOE: Handle cementltlou5 materials, admixtures, and aggregates to prevent deterioration or intrusion of foreign materials. Dispose of unsuitable materials off site. G. MORTAR MATERIAL5: I. HYDRATED LIME: A5TM G 201, Type 5. 2. PORTLAND CEMENT: A5TM G 150, Type I. 3. WATER: Glean and potable. 4. 5AND: A5TM G 144. D. MIX DE516N TYPE: A5TM G 210, Type 5. E. VENEER ANGHOR5: 12 gauge x 1-1/4 inch x q inch long stud plate with 3 x 3 triangular ties. I. 5TRENGTH: A5TM A 82. 2. FIN15H: Mill galvanized. 3. WIRE DIAMETER: 5/I6 Inch. 4. 51PAGIN6: I6 inch vertically and 24 in horizontally. 4. ATTAGHEMENT 5GREW5: Standard size #10 - 16 x 1 112 inch washer head with neoprene sealing washer, zinc plated, self -drilling, self -tapping. 5. APPROVED PRODUGT5: a. Hohmann 8 Barnard, Inc., PH-10 5erles Veneer Anchors with "Byna-Tie" wire ties. F. HORIZONTAL REINFORCEMENT: I. 5TREN&TH: A5TM A 82. 2. MAIN WIRE: 3/I6 inch diameter, deformed. 3. GALVANIZING: A5TM A 641, Glass 3. 4. 5PAGIN6: Maximum 16 inches on center, vertically, 2. In seismic zones 3 and 4, provide attachment clip between wire tie and continuous wire reinforcement in Joint. Hohmann d Barnard, Inc. "5ei5miclip" or equal. MA50NRY UNIT5: Modular brick with tooled joints up to W-O" a.f.f. , thereafter use tumbled modular brick that has been tumbled in white slurryy and strike joints . GMU topically to be nominal 8" high, 4" tfiick, 16" long, hollow load tearing per A5TM G-010 Type I, light -weight or medium -weight block with tooled Joints. CONTROL JOINT MATERIAL: Provide compressible filler as specified in Sealants Section, for both horizontal and vertical control joints. IN5TALLATION: Workmanship tolerances shall comply with those recognized by The Masonry Institute as good workmanship. I. WETTING: Dampen block before laying in a manner consistent with the nature of the block, the mortar, and the weather conditions. 2. BED JOINT5: Spread a thick bed of mortar with a shallow furrow down the center, so the joint will be completely filled with mortar. Spread the mortar only so far ahead that the mortar will be plastic when the units are laid. 3. HEAD JOINTS: Butter the end of each block with an ample quantity of mortar and shove the block Into place so that the vertical joints are completely filled with mortar. 4. WEEP HOLE5: Provide plastic tube exterior weeps at 16 inches on center where cavity behind the block is interrupted by a ledge, shelf angle, or lintel. 5. V151BLE GUT5: Gut block with a masonry saw. Provide miters on corners if necessary to avoid cut surfaces from showing. 6. METAL DOOR FRAMES: Fill frames solid with mortar. Build in anchors. 1. LINTEL5: Provide reinforced unit type where shown. S. HORIZONTAL REINFORCEMENT: Locate reinforcement in first two courses and then in alternating courses. In seismic zones 3 and 4, provide attachment of horizontal reinforcement to the tie anchors. Stop reinforcing at control joints. q. BOND BEAM: Install reinforcing and concrete fill as shown on Structural Drawings. 10. BUILT-IN ITEM5: Build into place accessories supplied by other trades for their use. II. CONTROL JOINTS: Place control Joints where shown, place Joints on module lines at 50 feet maximum spacing, but not greater than column spacing when related to columns. Locate joints at columns and mid span for column spacing over 50 feet. Locate joints within 25 feet of corners at intersections. SECTION 05500 - METAL FABRICATIONS A. SHOP PRANING5: Indicate size, material, and finish. Show locations and installation procedures. Include details of Joints, attachments, aid clearances. B. 5TEE1 MATERIALS: I. 5TEEL PLATE5: A5TM A 36 to tolerances of A5TM A 6. 2. 5TEEL PIPE: A5TM A 501 or A 500 to shapes detailed. 3. BOLT5: A5TM A 301 typically, and A5TM A 325, high strength bolts, nuts, and washers, where shown on the Drawings. G. GALVANIZED MATERIALS: All exterior exposed steel aid where noted on the Drawings. I. NON5TRUGTURAL PIPE: A5TM A 120. 2. IRON AND STEEL HARDWARE: A5TM A 153. 3. 5TEEL 5HAPE5, PLATE5, BAR5, AND 5TRIP5: A5TM A 123. d) 4. 5TEEL 5HEET5: A" A 446. 0-4 5. A55EMBLED STEEL PRODUGT5: A5TM A 386. Z 6. DELIVERY OF HOT -DIPPED ITEM5: A5TM A 525. 94 L D. 5TEEL SHOP PRIMER: Apply with spray for exposed items. Apply primer free of runs and other irregularities that may require modification to achieve the specified finish appearance. E. WORKMANSHIP I. EXP05ED ITEMS: Moderate irregularities not visible at 30 feet may remain. MITI marks may remain. a. IAEL05: Grind welds to small radius with uniform sized cove. b. 13OLT5: Use only flat or oval head, countersunk bolts where exposed to view. c. JOINT5: Provide maximum gap of I/I6 inch. 2. OTHER LOCATIONS: No Improvement from mill finish required except preparation for galvanizing or priming. 3. wELD5: Grinding not required. 4. BOLT5: Exposed bolts permitted. SECTION 06100 - ROU6H CARPENTRY A. GENERAL REQUIREMENT5 FOR LUMBER: I. 5TANDARD5: P5-20-10 American Softwood Lumber 5tandard and P5-1-83 5oftwood Plywood. 2. GRADING: 5FPA, 5PIB, WwPA, WGLB, and APA. 3. MARKING: Stamp each piece with the Grade Association and species. 4. 5PECIE5: Douglas Fir or Southern Yellow Pine. 5. FIN15H: Provide 545 finish unless specifically noted otherwise. 6. 5EA50NING REQUIREMENTS: Kiln -dry or air-dry to a 15% maximum moisture content. Mark each piece "KD" or "M( -15". 1. GRADES: Comply with the recommended minimum grades for each specific use as specified by the specific grading association such as the Southern Pine Use Guide, Table 2, and as Specified on the Structural Drawings. B. WOOD TREATMENT FOR ABOVE GROUND LOGATION5: Stamp each piece of lumber with the type of treatment and amount of retention. Redry waterborne type treatment to Iq% and stamp "5-DRY". I. APPLICATION: Apply pressure or vacuum treatment. Comply with AWPB Treating Standards LP-2 or LP-3 typically. 0 OL 0) SECTION 06220 - MILLWORK 1 it 2. LOGATION5. Provide treated wood at the following locations: a. inhere shown on the Drawings. b. Wood members resting on concrete or masonry. c. Grounds embedded in concrete, plaster, or masonry. d. Blocking or grounds embedded in construction in such a manner as to prevent exposure to circulating air. e. Roofing grounds. 3. GUT TREATMENT: Treat cuts by dipping or brushing with preservative. G. PLYWOOD: Provide P5-1-83 softwood plywood marked with APA stamp indicating quality and finish as recommended for each use by the American Plywood Association. Only plywood with on APA stamp Indicating "Exterior' or 'Exposure I" grades will be acceptable. D. PLYWOOD ROOF SHEATHING: Mark each piece with APA grade trademarks as noted above. Maintain minimum 1/8 inch gap along edges and 1/16 Inch gap across ends. Apply plywood roof sheathing using the following types of nails: I. PLYWOOD TH16KNE55 1/2 to I INCH: Use 8d common nails. 2. 5PAGING: 6 inches at edges and 12 inches in field. E. INSTALLATION: I. Set wood framing accurately and neatly. Brace well and nail securely. Frame at 16 inches on center or indicated on the Drawings. 2. 5et wood grounds for attachment of Work specified in other 5ectlo%. 3. Use washers on bolts used to attach wood. Use galvanized bolts and washers on treated wood. 4. Use galvanized metal framing anchors, beam seats, and cllps where Indicated. SECTION 06110 - WOOD TRUSSES A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern the Work except where more restrictive requirements are specified. I. American Institute of Timber Construction (AITC). 2. Truss Plate Institute. B. APPROVED MANUFAGTURER5: I. Automated Building Systems; Dept. T, Lafe Cox Drive, Box 531, Johnson City, TN 31601. 2. Gang -Nail Southwest; 4101 South Westmoreland, Dallas, TX 15231. 3. All -Pan Inc.; 1101 South Loop West, Houston, TX 11054-4602, G. LOADING Unless noted otherwise, comply with the strongest combination of the following: I. Building Code. 2. Maximum deflection of 1/240 of span without ceilings. 3. Maximum deflection of 1/360 of span with ceilings. 4. Live load: Refer to the Drawings. D. GON5TRUGTION DETAILS: I. TRU55 MEM13ER5: Stress rated lumber; Iq% maximum moisture; No. I. 2. FA5TENER5: Galvanized steel gang nail plate connectors. E. INSTALLATION: Anchor trusses in place as recommended by the manufacturer and in accordance with Building Gode. A. MINIMUM COMPLIANCE 5TAWARE75: 'Quality 51:andords of the Architectural Woodwork Industry" (AWI). B. PLA5TIG LAMINATE: Submit full range of colors, patterns, textures, and finishes of plastic laminate available for selection, Use horizontal grade typically. Vertical grade may be used for cabinet interiors and vertical surfaces of cabinets. Use balance sheet as required by AWI. Gores shall be 3/4 inch P5-1-83 BD Exposure I plywood and edges shall be self -edge unless specified otherwise. I. 'Nevamor", Exxon Chemical Go. G. 50LID STOCK: I. M015TURE CONTENT: 8% - 13% at time of Installation. 2. NATURAL FIN15H HARDWOOD: Comply with AWI 'Premium' Grade. 3. PAINT GRADE HARDWOOD: Any species without coarse grain. D. 5OFTW000 PLYWOOD: P5-1-83. I. EXP05ED: Medium Density Overlay (MOO). 2. 5EMI-EXP05ED: Grade B. 3. CONGEALED: Grade D. E. MATERIAL THIGKNE55E5: The following thicknesses shall apply except when shown thicker on the Drawings: I. BOTTOM5, EN05, 0IVI51ON5: 3/4 Inch thick. 2. FACE PLATES: Equal to door thickness with 3/4 inch minimum. 3. WEB FRAMES: 3/4 inch minimum. 4. BAGK5 AND DRAINER BOTTOM5: 1/4 Inch plywood, over 24 Inches wide require center bottom support. Limit backs with braces to 12 square feet. 5. DRAWER FRONTS: 3/4 inch. 6. DRAWER BAGK5 AND 51DE5: 1/2 inch. 1. 5HELVE5: Unsupported, exposed shelves 3/4 inch thick to 36 Inches and I inch minimum to 42 Inches. 8. BA5E5: Design to space 3 inches deep x 4 inches high x 1/2 inch deep recessed base across exposed ends. Cl. DOOR5: 3/4 inch minimum thickness, except when shown greater on the Drawings. F. GASINET HARDWARE: Prepare the millwork for the Installation of the hardware. G. INSTALLATION: Place level, plumb, and at right angles to adjacent work. Where field cutting or trimming is necessary, perform in a neat, accurate, professional manner without damaging the products and adjacent work. Attach securely so the products will perform to their maximum ability without damage resulting from Inadequate fastenings. H. TYPICAL CABINETS: AWI 'Custom" grade with plastic laminate tops and exposed surfaces. 5eml-exposed surfaces shall be plastic laminate except drawer shells shall be wood. SECTION 01160 - DAMPPROOFIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Leaking water or bitumen. 2. Releasing from the substrate. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product vanlatio%, and accessories. G. DAMPROOFIN6 MATERIAL5: I. DAMPPROOF MEMBRANE: "Tyvek" polyester film; or 2. FELT: A5TM D 226 Type I, No. 15 asphalt coated felts. 3. Attach domproofing to surface in single fashion, starting at the base flashing with adhesive. 4. Imbed domproofing into adhesive as necessary to securely hold in place. Staple sheet into plywood at the top of each sheet 8 inches on center and lap the next sheet over the staples and Imbed in adhesive. SECTION 01115 - WATER REPELLENT A. PRODUCT DE5GRIPTION: I. GENERAL: Water clear, fast drying, penetrating, water repellent liquid compound. 2. VEHICLE: Water -alcohol formulation. 3. 5OLID5: 511oxone formulation. B. PROPERTIE5: I. REPELLENGE: No water penetration on surface as evidenced by absence of wet discoloration. 2. ADHE510N: No Interference with the adhesion of sealants. If tests show interference, mask off sealant areas, or apply repellent after sealants are installed. 3. SHEEN: Zero sheen. 4. 015GOLORATION: No change in color or tone. 5. RE515TANGE TO HOU5EHOLD GHEMIGAL5: A5TM D 1308; no change in color, finish or adhesion. G. APPROVED MANUFACTURERS: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. 'CP-500', Chemical Products, Oklahoma City, OK (500) b24-4356. 2. 'Ghem-Trete-135M", Trocal, Rockliegh, NJ 01641 (800) 631-1665. 3. "Dural Treat', Dural International Corp., Deer Park, NY. 11121, (516) 586-1655. 4. 'Duxboc", Glover Chemical Corp., Houston, TX 11181 (113) 880-5441. 5. '511oxane" Weather Seal, Pro5oCo, Inc., Kansas City, K5 66111 M 13) 261-2100. 6. "Ghemstop 5M5-250', Tomms Industries Co., Itasca, II 60143 (312) 113-1810. D. Follow manufacturer's recommended application procedures. SECTION 017211 - BATT AND BLANKET INSULATION A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I. Federal Specification HH-1-521F, Type III. 2. American 5oclety of Heating, Refrigeration, and Air Conditioning Engineers. 3. National Environmental Systems Contractors A55ociatlon. B. BATT IN5ULATION: A5TM G665, preformed glass Fiber bott, conforming to the following: 1. Thermal Resistance: Thickness k "R' value As follows A. R13 ® 3' wall. B. Rlq a 6" wall d above calling the . G. Or as indicated on drem". 2. Facing: Faced on one side with Kraft paper. G INSTALLATION - BATT IN5ULATION I. Install insulation in accordance with insulation maWmtvrer's instructions. 2. Install in exterior walls and ceiling spaces without gaps or voids. 3. Fit insulation tight in spaces. Leave no gaps or voids. 4. Install with factory applied membrane facing warm side of building spaces. Attach flanges of facing to framing members. SECTION 01555-MODIFIED BITUMINOUS ROOFIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Peeling, cracking, blistering, alligatoring, or releasing from the substrate. 2. 5oftening or becoming tacky. 3. Leakage of water into the building or within the construction. B. PREGON5TRUCTION CONFERENCE: Prior to commencing work meet with following parties to discuss the roof materials, conditions and Installation procedures. I. Construction Superintendent. 2. Roof Material Manufacturer's Representatives, 3. Owner G. MATERIALS: I. Base: 5ingle ply roof system with ( modified) white granular. 2. Install: 24 ga. pointgrip metals: coping, gutters and downspouts. 3. CANT STRIP: 15" x height required; tapered fiberglass. 4. FA5TENER5: As recommended N the roof manufacturer for substrate. 5. ROOF IN5ULATION: 2" rigid Perlite board mechanically fastened to plywood deck per manufacturer's printed instructions. D. IN5TALLATION: I. PREPARATION: Do not install roof until substrate is smooth, dry, and free of loose material. Remove sharp protuberances. 2. Install roof according to manufacturer's printed instructions. 3. GLEAN -UP: Remove all roofing debris when Work Is complete. SECTION 01620 - BUILDIN6 SHEET METAL A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive requirements are specified. I. Sheet Metal Manual of the Sheet Metal and Air Gondltloning Contractor's National A5sociatlon (5MAGNA). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Leaking. 2. Wrinkling. 3. Breaks or tears caused by restraint of expansion and contraction. �0 Or.,U Z L SP4 G. 5FIOP DRAWIN65: Indicate size, material, and finish. Show locations and installation procedures. Include details of Joints, attachments, and clearances. D. GALVANIZED SHEET 5TEEL MATERIAL: I. QUALITY 5TANDARD: A5TM A 251, coating designation 6 q0 2. FIN15H: a. METAL PREPARATION: Prepare surface for painting in compliance with A5TM D 20g0 recommendations. b. Prefinish sheet metal with polyester enamel finish I mil minimum thickness. E. GALVANIZED SHEET 6AUGE5: 24 gauge minimum. I. Clips used for attachment shall be two gauges thicker than the piece they retain. 2. FA5TENER5: Galvanized, cadmium, and stainless steel. F. MATERIAL GOMPATIBILITY: Provide mutually compatible materials and fastening where in contact. If not available, Isolate Incompatible materials to prevent electrolysis. (7. INSTALLATION: I. Prime flanges and other metal in contact with roofing membrane. 2. Bed sheet metal flanges on roof membrane with flashing cement SECTION 01655 - BASE FLASHIN6 A. MATERIAL5: Provide a synthetic elo5tomeric compound waterproofing material with thermoplastic fibers added for extra tensile strength and tear resistance, laminated to a 1 mil vinyl film. Provide Phox GT+Flash as manufactured by Phox Enterprises, Inc„ 11210 South Post Oak Rd., Houston, Texas 11035, 013) 126-1500. B, PREPARATION: Glean surfaces free of dust, loose rust, plaster, mortar, paint droppings, and other materials that may prevent permanent adherence to the substrate. Apply primer with brush or Iambs wool roller at the rate of 250 to 350 square feet per gallon. Allow primer to dry a minimum of I hour, Remove primer from finish surfaces with Toluene or similar solvent. Use primers recommended by the manufacturer. G. INSTALLATION: Install tape at locatione requiring base flashing to channel water out of weep holes. Extend membrane to within I inch of face of masonry, and a minimum of 8 Inches up the vertical substrate. Lap vertical Joints of flashing tape a minimum of 2 Inches. Lap horizontal joints of flashing tape a minimum of 2 inches In direction of water flow. SECTION 01121 - ROOF CURBS A. MANUFAGTURER5: I. The Pate Company, Broadview, IL 60155 ( 312) 681-I0120, Model 5GE5 solid top and other types as shown on the Drawings. 2. Thy5or Corporation, Addison, IL 60101 (312) 543-5300. 3. Custom Curb, Inc., Chattanooga, TN 31401 (615) 62q-6241. B. 51ZE5: Refer to Drawings for necessary sizes. G. GOMPONENT5: I. WALL5: Galvanized steel. 2. WOOD NAILER5: Factory installed. D. Install curb assemblies in accordance with manufacturer's specif ications. SECTION 014120 - SEALANTS AND CAULKIN6 A. WARRANTY: Warrant the Work specified herein for 2 years against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. I. Defects shall include, but not be limited to: a. Staining from abutting materials or filler. b. Migrating, bleeding into, or staining gutting materials. c. Unsightly surface deformation by causes other than movement. d. Excessive color change, chalking, or dust pick-up. e. Failing adhesively or cohesively. f. Hardening to more than 25% over stated hardness. 2. Warrant that sealants exposed to windload5 will resist the design windload of the local building code with maximum stress factor on the sealant of 20 psi with a safety factor of 6 to 1. B. PRODUCT DATA: Submit schedules, charts, literature, and Illustrations to Indicate the performance, fabrication procedures, product variations, and accessories. G. EXTERIOR 5EALANT5 AND 5EALANT5 FOR MOVING JOINT5: Curing type, two part bulk compounds conforming to F.5. TT-5-00221E(3), or one part conforming to F.5. TT-5-001543A. Provide compounds that cure or polymerize by solvent release, moisture absorption, or catalyst. I. APPROVED BA51G IN6REDIENT5: Polysulfido, silicone, polyurethane, or polytremdyne terpolymer. 2. NON-AGGEPTABLE: Linseed oil or other oil base elks, asphaltic, or coal -tar types. Acrylic, hypolon, and butyl base types. 3. 5OL105: q6% minimum by volume. 4. CURED HARDNE55: (5hore A durometer) Maximum of 30. D. INTERIOR 5EALANT5: All exterior sealants plus the following types. I. Skinning type, bulk compounds conforming to F.5. 7-5-001651, or A5TM G834, with active Ingredients of butyl rubber, acrylic, hypalon, acid other similar palntable compounds. E. CONGEALED 5EALANT5: Non -skinning, resilient (soft), preformed, or bulk compounds conforming to NAAMM Standards 55-1a, 55-lb, or 55-Ic, with basic Ingredients of polybutene synthetic resins, oleoresinous compounds, or similar noncuring compounds. I. 5EALANT TAPE: Preformed or extruded non -curing butyl with or without reinforcement. 2. NON-AGGEPTABLE: Types which do not reseal if seal is broken. F. 5EALANT GOLOR5: White, black, gray, aluminum, limestone, and brown. Provide clear 5II1cone for glass joints. 6. SEALANT MANUFAGTURER5: I. Dow Gorning Gorporation, Midland, MI 48640 (800) 245-2345. 2. General Electric Company, Waterford NY 12188 (518) 231-3330. 3. Pecora Corporation, Harleysville, PA I01438 (215) 123-6051. 4. Tremco, Cleveland, OH 44104 (216) 22q-3000. H. AGGE55ORY MATERIAL5: I. BAGK-UP FILLER5: Non -absorbent, non -staining, expanded, closed cell plastic or rubber compatible with sealants used. a. NON-51JITABLE MATERIAL5: Oil or bituminous types aid oakum. b. 51ZE AND 5HAPE5: Round, square, or rectangular, to fit various Job conditions. 2. GOMPRE55113LE FILLER: a "Will -Seal', Illbruck/U5A, Troy, MI 48054 (313) 585-4363. b. "Emseal", Emseal, 1,1.5.A., Inc. 5tomford, GT 0003 (203) 322-3828. 3. PRIMER5, GLEANER5, TOPGOAT5: Use only materials listed as suitable In sealant manufacturer's instructions. Test for staining, compatibility, and durability before proceeding. I. INSTALLATION: Proceed only when conditions are suitable for satisfactory performance of this Work. Follow manufacturer's printed Instructions for use and installation of his products. Arrange procedures and devices to protect other Work from disfigurement and physical damage, and correct damages resulting from this Work. Prior to ordering or delivering materials, conduct adhesion test on all substrate materials. If inadequate adhesion 15 evidenced, consult with the Architect before proceeding. Follow the recommendations of the Sealant i Waterproofer5 Institute's '5EALANT5: The Professional Guide" for Joint design and installation details. SECTION 06112 - HOLLON METAL DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Indentations, rust, and surface defects. 2. Inadequate or misplaced hardware reinforcement. B. MINIMUM COMPLIANCE 5TANDARD: Provide Steel Door Institute "Standard' grade construction, details, and features. Submit shop drawings prior to construction. C. DOOR GON5TRUGTION: Provide 16 gauge flush galvanized steel insulated and bonderized and prime painted doors with water tight tops for exterior doors. D. FRAME GON5TRUGTION: Provide standard 16 gauge frames preassembled and welded before delivery to the site, galvanized and prime painted, fitted with adjustable anchors, reinforced for hardware. Refer to Drawings for all Jamb anchor conditions. SECTION 06525 - ALUMINUM STOREFRONT DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting From either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Rough operation of moving parts. 2. Loose parts or installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, Fabrication procedures, product variations, and accessories. G. APPROVED MANUFAGTURER5: 5pecificatlon5 are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. V15awall - Contact Gary Cobb 1-800-811-I1gl 2. Kowneer Go. Inc., Norcross, 6A 30OC12 (404) 44q-5555. 3, Amorlite Div., ARGO Building Products, Philadelphia, PA 101102 (215) 551-2000. 4, Mormet Gorporation, Wausau, WI 54401 (115) 845-5242. D. MATERIAL5: Extruded aluminum alloy 6063 T5 or comparable alloy as required for specified finish. E. DOOR5: I. 5WIN6 ENTRANCE DOOR5: a. Provide "05awoll 5erles 212" narrow stile, aluminum and glass entrance doors manufactured by Vistawoll. Equivelant products of above listed manufacturers are acceptable. b. Hardware: Provide entrance doors complete with PH-12 pull and PB-Ib push bar U532 finish with continou5 gear hinge 5L-24. c. Doors shall be pre -glazed with 1/4 ' thick fully tempered clear glass. d. Provide optional, exterior applied door bottom weatherstripping. V►stawall 0-120 or equal. 2. GONNEGTION5: Provide bolted and welded connections, fit to a hairline joint. 3. REINFORGING: Provide reinforcing at bolted attachments. Tapped aluminum is not permitted. 4. Deliver doors to Job site pre -glazed. F. FRAMING: 5peclflcatlons are based upon Vistawall 2000, 13/4 x 4-1/2 Inch framing system, adapted to accept /4 in. glazing, manufactured by Vistowall Co. Equivalent products of above listed manufacturers are acceptable. I. No exposed fasteners allowed In finished Work. Provide factory assembled framing members. 2. Framing reinforcement: Provide reinforcement, if necessary, to achieve structural requirements, including, but not limited to, resistance to specified wind loads, dead load, and edge pull-out. 3. Use x-pander splice sleeve at all splice locations. 6. GLAZING: 1/4 inch minimum tempered glass with neoprene gasket. H. ALUMINUM FIN15H: REFERENCE ARCHITECTURAL DRAWINGS. I. INSTALLATION: Install units plumb, level and in true plane. Anchor securely to abutting materials a5 Indicated on the Drawings. Adjust for smooth quiet operation. Glean glass, frame, and abutting materials. SECTION 05665 - ALUMINUM DRIVE-THROU6H WINDOW ( OPTIONAL) A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Rough operation of moving parts. 2. Loose parts or installation. 3. Water leakage, B. PRODUCT DATA: Submit schedules, (harts, literature, and illustrations to indicate. the performance, fabrication procedures, product variations, and accessories. Z r-. L IL NZ O J 0 0 KI 01 J J �J ms 0) Z XX� �l V L V nu M C. APPROVED MANUFAGTURER5: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Guiksery - Division of M.G.E. Systems Corp. P.O. Box 40466, Houston, TX 11240-0466. Phone (113) 462-6231. 2. Ready Metal Manufacturing. 4500 W. 41th Street, Chicago, IL 60632. Phone - (3I2)316-4550. D. ALUMINUM FIN15H: To match store front windows. E. INSTALLATION: Install units plumb, level and in true plane. Anchor securely to abutting materials as Indicated on the Drawings. Adjust for smooth quiet operation. Glean glass, frame, and abutting materials. F. SUBMITTAL: include intallation literature with bid. SECTION 05100 - FINISH HARDWARE A. 5U5MITTAL5: 1. Submit hardware schedule. 2. TEMPLATE5: As soon as Installation schedules are returned without exception, furnish required template Information to the various manufacturers for fabrication purposes. G. INSTALLATION: Install in accordance with the manufacturer's templates and printed information. Adjust closers. Check locks, latches, and other operating mechanisms for ease of operatlon. Provide keying as directed by the Owner. B. MINIMUM GOMPLIANGE 5TANDAR05: The followingq Documents govern the Work except where more restrictive requirements are specifled. I. NFPA Pamphlet No. 101. 2. AN51 AIIl.I. 3. NFPA No. 50. 4. UL Certification. SECTION 05500 - 6LAS5 AND 6LAZIN6 A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern the Work except where more restrictive items are specified: I. 61am5 shall conform to Federal Specification DD-6-4511? and 00-6-14038(I) qualities highest of their category. 2. Installation shall conform to requirements of Flat 61ass Marketing Association "blazing Manual". 3. Consumer Product Safety Act and the standard for architectural glazing materials (16 GRF 1201). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Thermal breakage. 2. Installation of wrong size glass. G. TEMPERED 6LA55: Tempered plate, 1/4 inch minimum thickness, clear, or as scheduled, AN51 Z91.1, D. INSTALLATION: Install materials in accordance with glass manufacturer's recommendations using workmen skilled In this type of work. Install glass without binding, warping, or strain. Thoroughly bed and back putty glass set with glazing beads and moldings. Where glazing beads are provided, carefully remove and reset, using caution to avoid marking or in any way defacing Work. E. GLEANING: Remove excess compound and leave glass and surrounding area clean. Glean glazing surfaces with non -staining solvent or detergent. Remove and replace improperly set, broken, cracked, and unacceptable glass. SECTION 041266 - 6YFSUM WALLBOARD SYSTEMS A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern the Work except where more restrictive items are specified: 1. AN51 A91.1. 2. Gypsum Association 5pecifications. 3. A5TM G 154. 4. A5TM G 840. B. FRAMING: Refer to Rough Carpentry. G. WALLBOARD: Provide standard gypsum board, A5TM G 36, fire -rated board, type "G" or "X", A5TM G 36, moisture resistant board, A5TM G 630. D. TRIM AND AGGE%ORIE5: 6alvanlzed steel, provide U56 Reinforced Dur-A-Bead corner beads, U56 200-A trim, and U56 OC13 expansion Joints. E. APPLICATION TO WOOD FRAMING: I. LENGTH5. Use longest practical lengths. Small pieces permitted only as necessary to fill the spaces. 2. DIRECTION: Long direction across framing except vertical application may be used on walls provided boards reach to ceiling in one piece. 3. ORDER OF APPLICATION: Ceilings first, 4. BOARD CONTACT: Apply so edges touch. Do not force fit. 5. END JOINTS: Must occur over supports. Maximum gap is 1/4 Inch. 6. 5TA66ERED JOINT5: Required for partitions and cellings so end joints do not align In any way. 1. NAILING: a. EDGE LOCATION: At least 3/8 inch from board edges. b. EDGE 5PAGIN6: -8 Inches for walls; 1 Inches for ceiling. c. FIELD 5PAGIN6: 12 inches on center; double nali 2 inches from first nail. d. FIRE RATED BOARD: Refer to manufacturer's literature. F. TRIM: Provide trim where board abuts other material, where shown, and where needed to cover exposed ends of board. Provide floated flange design, except where exposed type 15 shown. 6. JOINT FINI5HIN6: Float out and sand to make joint Invisible when painted with untextured paint typically aid tape and fill without sanding in concealed locations. H. WORKMAN5HIP TOLERANGE5: I. V15UAL: Any nicks, bumps, out of level, or out of plumb creas detectable by the naked eye must be corrected. 2. WALL5: Maximum deviation from vertical Is 315 inch. 3. BUMP5 IN BOARD: 1/5 In 24 Inch maximum. 4. CORNERS: Maximum out of square 3/16 inch in 16 inches. SECTION 09310 - CERAMIC TILE: A. MINIMUM COMPLIANCE 5TANDARD5: Furnish ceramic tile conforming with the standard grade requirements of TGA 131.1. Provide a Master Grade Certificate signed by the Contractor and manufacturer for each type of tile, certifying the grade, type and quantity of tile, as well as identification information for each container of ceramic tile. Provide materials obtained from a single source for each type of tile and color so as to minimize varlotlons in appearance and quality. B. MATERIAL5: I. WALL TILE shall be of standard grade and quality ceramic mosaic as manufactured by: Dal -Tile Corporation Dallas, TX 15211 (214) 3q8-1411 Tile shall conform to requirements of AN51 131.1 and Shall be furnished in size and color shown on the finish schedule. Supply tile from other manufacturers if shown on the Finish schedule. 2. OR6ANIG TILE ADHE51VE (FOR WALL5): Comply with AN51 A 136.1, Provide primer -sealer as recommended by adhesive manufacturer. 3. GROUT FOR PORCELAIN TILE: Refer to Finish 5chedule, 4. FLOOR TILE: Furnish the which conforms to requirements of AN51 131.1. Refer to the finish schedule for manufacturers, types, and sizes. G. INSTALLATION: I. Lay out tile work using field tile and trim shapes as shown. Extend tile work into recesses and under equipment In spaces shown or scheduled to receive tile. Accurately form intersections and returns. Carefully grind cut edges of the abutting trim, finish, or built-in items for straight, aligned Joints. Fit tile closely to electrical outlets, piping and fixtures so that plates, collars, or covers overlap tile. 2. Grout In accordance with manufacturer's recommendations and applicable AN51 standards. D. TILE DETAIL5: I. ED6E5: Typically eased edges where exposed. Use bulinose only where shown. 2. INTERNAL VERTICAL GORNER5 AND GEILING WALL JOINT: Square. 3. COVE 5A5E: Match floor tile except where shown otherwise. 4. COLOR: As selected by Architect and approved by the Owner. E. EXPAN51ON JOINT5: Substitute sealant For grout where movement may be expected. Provide sealant at the following locations: 1. Expansion Joints and control Joints. 2. Against door frames and similar Items. 3. Around wall penetrations. F. LAYOUT: I. CENTER PATTERNS: Arrange layout so no tile is smaller than half size, except when controlled by other areas. Avoid narrow slivers of tile. 2. JOINT PATTERN: Align Joints in both directions when square or rectangular the 15 used. Lay parallel to floors and walls. 3. HEIGHT5: Extend tile to nearest height without cutting tile, where tile height is dimensioned. 6. GLEANING: I. Leave finished the installation clean and free of cracked, chipped, broken, unbonded, or otherwise defective work. SECTION 001510 - ACOUSTICAL CEILIN65 A. EXP05ED GRID 5Y5TEM: Provide direct hung suspension system complying with A5TM G 635, Intermediate duty main runners and minimum 10 IbAineal foot cross tees, with smooth matte white painted finish. I. WALL MOLDING-5: 15/16 inch angle molding as manufactured by the suspension system manufacturer. 2. HAN6WIRE: 12 gauge annealed. 3. GOATIN6: 6alvananized. 4. EXP05ED FIN15H: Factory flat white enamel. 5. APPROVED MANUFAGTURER5: Use only one manufacturer's products. a. Dom Corp., Nlestlake, OH 44145 (216) 811-1000. B. AGOU5TIG GEILING BOARD: Vinyl Faced fiberglass " 5hasta" and or vial faced gypsum board. I. TYPES: Refer to the Finish Schedule. 2. 51ZE: 24 inch x 24 inch x 5/8 or 3/4 inch. 3. N015E REDUCTION COEFFICIENT: .50 - .60 type 1 mounting. 4. 5OUND TRAN5MI5510N GLA55: Minimum 35 to 3q db. 5. FLAME RE515TANGE: Glass A, Incombustible per F5. 55-5-118A. 6. FLAME 5PREAD: Glass 1 (0-25) per A5TM E 84. G. APPROVED MANUFAGTURER5: Use only one manufacturer's products. I. Armstrong World Industries, Inc., Atlanta, 6A 3033GI (404) 0155-1688. 2. The Gelotex Corp., Tampa, FL 33601 (513) B11-4554. 3. United States Gypsum Go., Chicago, IL 60606-4385 (312) 321-4000. D. Install suspension system in accordance with manufacturer's relevant specifications and A5TM G 656. E. 5PAGIN6 AND SUPPORT: I. Space hangers minimum 6 inches from end and 4 feet between ends. 2. Provide additional hangers for Items to be supported by ceiling suspension system to prevent eccentric deflection or rotation of support. 3. Support main runners directly from hangers; do not bear on walls or partitions. 4. 5pace main runners to support acoustic panels and other Work resting In or on the ceiling. 5. Interlock cross -runners with main runners. 6. Adjust suspension system every 20 feet to plus or minus 1/4 inch from module in both directions. F. AGOU5TIG GEILING BOARD: Install ceiling board and tile in accordance with manufacturer's specifications. 6. COMPLETION: I. Repair or replace damaged work. 2. Glean premises of soiling and litter from Work specified in this Section. SECTION 01615 - RE5 I L I ENT 5A5E A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to the following: I. Warping, buckling, shrinking, or cracking. 2. 5oftening or discoloring. 3. Coming loose. B. APPROVED MANUFAGTURER5: I. Roppe Rubber Corp., Fostoria, OH 44503 (800) 531-C1521. 2. Burke Flooring Products, San Jose, GA C15112 (405) 2611-3500. 3. Flexco Division of Textile Rubber Co., Tuscumblo, AL 35614 (205) 353-1414, G. MATERIAL5: I. Material: Rubber. 2. 51ze: 1/8 inch thick x height shown on Drawings. 3. Color: As selected by Architect from full manufacturer's range. D. APPLICATION: I. Butt ends to hairline fit; avoid stretching. 2. Place base with Joints under compression and so toe continually touches flooring. Z L ff! M SECTION Og6100 - PAINTIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to the following: I. Noticeable discoloration, streaking, blooming, darkening, or fading. 2. Mildewing. 3. Peeling, cracking, blistering, alllgatoring, or releasing from the substrate. 4. Chalking or dusting excessively. 5. Changing sheen in Irregular fashion. 6. 5oftening or becoming tacky. B. SUBMITTALS: Submit full range of colors, patterns, textures, and finishes available for selection including the following: I. COLOR GHIPS: Provide complete set of color chips for color selection. 2. SMALL APPLIED SAMPLES: Provide pieces of actual material on which paint will occur, with minimum dry mil thickness of specified paint. 3. SHEEN SAMPLES: Provide full range of varying sheens when sheens are controllable by Intermixing. 4. MATERIAL L15T5: GNe the manufacturer's name, product name, number, and generic description of each proposed product and its use. Provide product data sheets if so requested. G. GOLORS: Refer to Finish Schedule. D. PREPARATORY WORK: I. PROTEGTION WORK: Arrange procedures and devices to protect other Work from disfigurement and physical damage. Repair or replace materials damaged as a result of the Work of this 5ectlon. 2. STEEL AND IRON: Remove grease, oil, and dust, and touch-up chipped and abraded places on Items that have been shop primed, using same type of primer. 3. CONCRETE, MASONRY: Check for high moisture and alkali content. If high alkali is present, neutralize to suitable levels. 4. SUBSTRATES GENERAL: Provide normal minor patching on surfaces provided under other sections of this Work. Excessive patching or treatment is not Included in this Section of the Work. E. MANUFAGTURER'S INSTRUGTIONS: Follow the manufacturer's preprinted instructions as a minimum requirement for the use and Installation of his products. 1. APPEARANCE: Provide uniform color, texture, and sheen. 2. NEATNE55: Do not smear, spatter, or run coatings over adjoining colors or materials. Gut -in lines shall be straight. F. PAINT THIGKNE55: Provide the following minimvm dry film thickness per coat: I. INTERIOR: I mll. 2. EXTERIOR: a. ENAMELS ON METAL: I mil. b. ACRYLIC, URETHANE GOATI%: per manufacturer's recommendation. c. LATEX PAINTS: I mil. d. METAL PRIMERS: 1.5 mils. e. UNDER GOATS: 1.5 mils. f. OIL PAINTS: 13 mils. g. TRAFFIC LINES: 23 mils. 3. THIGKNE55 TEST: Use visual observation gauge that measures 'V" shoe scratch. G. COMPATIBILITY OF PAINT TYPES: Verify the compatibility of each type of finish coat with shop primers and between field coats. When necessary, switch paint types or use a block coat to avoid Interference between paint types. H. TYPICAL EXTERIOR 5Y5TEM5 I. GALVANIZED METAL: I coat Zinc dust, cement primer, or epoxy ester. 2 coats Semi -gloss exterior enamel. 2. STEEL OR IRON: (Regular primer by fabricator) I coat Tovch-up of primer. I coat (Intermediate) Iron oxide primer. 2 coats (Finish) 5eml-glos5 exterior enamel. 3. ALUMINUM TRIM: prep/ prime per mfg'r. I coat recommended primer 2 coats acrylic urethane coating- Acrylithane by Jones Blair Paint Go. or equal. 4. PAVEMENT: (Traffic lines) I coat Zone marking paint. TYPIGAL INTERIOR 5Y5TEM5: I. PAINTED WOOD: I coat Oil base enamel undercoat. 2 coats Satin enamel. 2. GYPSUM DRY WALL: I coat Sealer and primer. 2 coats Oil base enamel. 3. STEEL: (Primed by fabricator) I coat Tovch-up of primer. 2 coats Semi -gloss enamel. SECTION 10510 - TOILET ROOM ACCESSORIES A. PRODUCT DATA: 5ubmit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. B. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive Items are specified: I. AN51 Alll.l. G. APPROVED MANUFACTURERS: I. Bobrick Dispensers, Inc. 2. Charles Parker Co. 3. Bradley WashPountaln Go. 4. Watrovs, Inc. D. MOUNTING LOGATIONS: Refer to the Drawings. Men not shown, submit manufacturer's recommendations for locations and mounting height before proceeding. E. INSTALLATION: 5ecvrely fasten each Item to prevent dislocation or vandalism. Attach each item plumb and level in the locations indicated. DIVISION 15 - MECHANICAL Work Included: A. Provide materials, equipment, labor and services necessary for the installation and placing into operation a complete plumbing and piping system as specified and shown on the drawings. B. The work in general shall consist of, but is not limited to, the following: I. Complete sanitary plumbing system for the building with connections from the plumbing fixtures and equipment indicated on the drawings to the public sanitary sewer Including tap, if necessary, or to private disposal system. 2. Installation of water piping and equipment corrections including water service lines and meter if required. 3. Furnish and Install plumbing fixtures as shown on Sht. P-I, 4. Work excluded: Noted on drawings. 2. General Requirements: B. Plping shall be Installed with adequate provision for expansion and ( ontrxtlon using swing joints, pipe clamps, anchors and expansion Joints. Fittings shall be so spaced that they will not interfere with sliding of pipe on supports. 5. Gieanovts: A. Gieanouts, same size as pipe, shall be installed in soll and waste lines at every change of direction and at every 50 feet of run whether shown on drawings or not; and shall be accessible in cases. When occurring In finished wall or floor, set flush with surrounding surface. H m k W N b 0� t; a) p U T ..� d �� 0 0 40 a � U A. Equipment furnished shall fit the space available, with 6. Vents: connection, etc., in the required locations and with adequate space for operating and servicing. The A. Vents shall extend not less than 10 inches through the drawings are generally diagrammatic and indicate the roof. They shall be gathered together where possible manner and method of the Installation while the into one vent as shown. specifications and fixture list denote the type and T. Flashing: Z quality of material and workmanship to be used. A. Openings In the roof for vent pipes shall be flashed 9-4 3. Piping: and soldered water -tight. Flashing for pipe shall not L be lighter than 4 lb. per sq. ft. sheet lead anddsholl A. Sanitary Piping: be made of two pieces. The lower piece shall be at V least 14" square. The top piece shall fit tightly and o Gast -Iron no -hub pipe or Code approved plastic shall be shall extend to the top of the pipe and turn down used for soil and vent pipe in or under concrete and inside the pipe at least I". NJ for vent pipe 3" and larger. Grade carefully, support firmly and uniformly; adjust adjacent lengths of pipe 5• Pipe Accessories: 0- with reference to each other. Open ends of pipe shall A. Gate Valves. 2-1/2 inches and smaller, Grave No. 431U5 In be temporarily closed with wood blocks of end of each day. " or equal, screwed, 125 P51; 3 inches and larger, Grane O working Grades shall be not less than 1/5 per No. 351-1/4 or equal, flanged, 125 P51. In copper foot unless noted. Standard weight wrought steel pipe Imes use Nibco 5235 or equal. to conform with A.SA. specifications 5-36. Article 10-Ig3q shall be used for vents with inside diameter of B. Globe Valves. 2-1/2 inches and smaller, Crane No. l or J 2-1/2" and less. equal, screwed, 125 P51; 3 lnches and larger, Crane No. 351-1/4 or equal, flanged, 125 P51. In copper B. Water Piping; lines use Nibco 5235 or equal. Copper pipe shall be used for all water supply piping G. Valve Boxes and Valves. Valve box shall be cast iron except service from meter to building. Type "L' hard drawn copper shall be used for pipe not set under with cast Iron cover secured to box with brass cap screws. Valve shall be iron body, bronze or brass V concrete. Type "K" soft copper shall be used for trim, wedge type, 125 pound W.P. and shall meet AMA Specifications. piping under concrete. Fittings shall be wrought D. Check Valves. In copper Imes use Nibco No. 5433 or copper throughout. Dielectric couplings shall be equal. Installed at any material change In system. Gut pipe accurately to measurements established at the building E. Dielectric Fittings. Nonferrous, Epco Sales Go., and work into place without springing or forcing. Pipe Cleveland, Ohio, or equal, at all connections between (n and fittings shall be free from burrs, and firs; and copper pipe and ferrous pipe and equipment. Z pipe ends reamed and cleaned. Joints shall be soldered O with streamline q5/5 solder. F. Provide trap primers For nearest sink or lavatory to - hub drains or floor drains equal to J. R. 5mlth 4. Pipe Hangers and Supports: 'Primeze". A. Horizontal suspending piping shall be supported by q. Fixtures: Grawford Fig. L2 or equal adjustable steel ring hangers with solid rod supported and turnbuckles capable of A. Fixtures shall include brackets, cleats and anchors crew adjustments after installation. Hanger spacing required for support. for cast iron pipe shall not be greater than 5 feet; B. All plumbing fixtures shall be "first quality" as U1 for other pipe, not greater than 10 feet. Hangers defined and set forth in commercial standard G5-36 as shall be provided at offsets and changes in direction. promulgated by the U.S. Department of Commerce. All (n Hanger rods shall be 3/5 ' for pipe under 3", 1/2 ' for enameled iron fixtures are to have acid resisting white pipe above 3". enamel. G. Fixtures and fittings shall be from one manufacturer 13. Access Panels: and of similar character in any room or location. A. Furnish access panels where indicated on drawings and Escutcheons, handles, etc., on different fixtures shall where required to permit access to concealed equipment be of the some design. All fixtures and fittings shall for operation, maintenance and repair. Access panels be submitted for approval with cuts and full shall be sized for service, however, not less than description. All exposed metal not otherwise specified 10" x 10", complete with frame, anchor straps, hinged shall be polished chromium on brass or bronze. All door with screwdriver or key -lock and finished coating supply valves shall have renewable seats and discs. of paint, unless otherwise noted on drawings. These All hot and cold water supplies to fixtures shall be panels shall be turned over to the General Contractor provided with stops. Provide cast brass P-traps with as construction progresses, with instructions as to cleanout for each lavatory and sink except as their proper locations. specifically noted. B. Access panels shall be Zurn #Z-13Z6, or #Z-1311, or D. After plumbing fixtures are set the crack between the J. R. Smith #4160, or #4165. fixture and the wall shall be caulked carefully with 14. Excavating: Tubtite as manufactured by American Fluresite Company A. Perform necessary excavating and backfilling for inside or approved equal. and outside plumbing lines and accessories. Excavating E. Connections, to Equipment: shall be true to line and pitch. Backfill shall be placed in layers not over 5' in depth, each layer I. Contractor shall make plumbing and piping properly moistened, solidly iron tamped, or otherwise connections to equipment specified to be furnished compacted to a density of not less than that of by Owner or under other sections of these adjacent undisturbed earth. Puddling with water to specifications except final connections to air achieve compaction will not be permitted. See conditioning and heating equipment. 5ufficlent Section 02230, approved air chambers shall be Installed to prevent water hammer. After completion of work, 15. Tests and Inspections: exposed fixtures, equipment and pipe shall be A. The completed systems shall be tested in accordance thoroughly cleaned. with regulating authority or under direction of Owner 10. Pipe Insulation: or his representative. A. Domestic hot water pipe and drain piping from water coolers shall be insulated with 1/2 " thickness foamed plastic insulation equal to Armstrong, k* n5-Manville or Dustin -Bacon, Insulation shall be applied in accordance with manufacturer's recommendations. Miter cut insulation to fit pipe fittings. Seal all joints In the Insulation with approved cement. B. Where shown on the Drawings or required by governmental agencles having jurlsdiction, at lavatories for handicapped persons provide Johns -Manville "Aerotube' insulation, with paint coating, on hot water supply, tailpiece, and trap. II. Sleeves: A. Pipe sleeves shall be Schedule 40 steel pipe galvanized after cutting to length or 14 gauge fabricated steel sleeves galvanized after Fabrication. Install wherever pipe passes through floors or walls above or below grade. Size sleeves to allow minimum clearance between pipe and sleeve or between insulation and sleeve. Use oakum caulking between pipe and sleeve, sealed with a hot poured plastic waterproof compound. Anchor sleeves In walls and floors. Floor sleeves to extend 1/4 " above f loor. 12. Water Heater: A. Install as per manuf. recommendations. Q DIVISION 15500 - AIR GONDITIONIN6 I. Work Included: A. Provide materials, equipment, labor and services for the Installation and placing into operation of a complete heating and cooling system as specified or indicated. B. The work in general shall consist of, but 15 not limited to the following: 1. Equipment as specified together with necessary ducts, grilles, registers, controls, piping, low voltage fans, control writing, hangers, stands equipment supports, flashing at equipment, duct and pipe Insulation, unless otherwise noted. 2. Related Work: Openings for ducts, grilles, reglsters electric service to the equipment (except control wir(nc) and finished painting. 2. General Requirements: 3. Equipment and Material: A. In no case shall smaller equipment be installed than that specified or indicated. 4. Ducts: A. Ducts shall be fabricated by skilled mechanics and installed in a workmanlike manner. B. Transitions, fittings and elbows shall be constructed to offer a minimum of noise and resistance. Where space permits, elbows shall have a radius of 1-1/2 times the width (or depth) and transitions shall be gradual with changes not exceeding I" In 4'. When structural conditions necessitate, fittings and elbows shall be made sharply as required but with vanes as recommended by A5HRAF Guide. Right angle branch take -offs to grilles and registers from the main shall be made with the use of extractors. C. Ducts shall be securely supported with strop iron or angles. Generally ducts shall be supported from overhead members. D. 5heet Metal Duct Work: I. Sheet metal work shall be In accordance with details shown in latest edition of "Low Velocity Duct Construction Standards' referred to as "Manual', and published by 5heet Metal and Air Conditioning Contractors' National Association, Washington, D.G., unless otherwise indicated. 2. Manual shows methods of fabrication, dampers, louvers, air intakes, etc. Use the Manual unless manufactured products are specified. 3. Use low carbon galvanized steel of lock forming quality, with minimum galvanizing of 125 ounces per square foot with name of manufacturer and trade name stamped on each sheet. 4. Flexible connections. For all duct connections to each fan provide Ventgla5 (Ventfabrics, Inc), or equal, neoprene coated glass fabric, flexible connections, minimum 4 inches wide with at least I Inch slack. 5. Hangers and supports. Use band Iron hangers for ducts 36" or smaller in width, bend each hanger over on bottom of duct as in Plate No. IS, and fasten with metal screw. Use trapeze hangers, for ducts greater than 36" in width. E. Fiberglass Duct Work: A. Equipment furnished shall fit the space ovallcble, with I. Fiberglass duct work shall be in accordance with connection, etc., In the required location and the details shown in latest edition of 'Fibrous Glass adequate space for operating and servicing. The drawings Duct Gonstruction 5tandard5" referred to as are generally diagrammatic and indicate the manner and 'Manual", and published by Sheet Metal and Air method of the installation while the specifications and Gondltioning Gontractors' National Association, equipment list denote the type and quality of material Washington, D.G., unless otherwise indicated. and workmaishlp to be used. m 2. Manual shows methods of fabrication, dampers, W F lowers, air intakes, etc. Use the Manual unless manufactured products are specified. 0 3. Use fibrous glass I' thick standard duty duct board. 4. Hangers and supports are to be according to Plate No. 20 of Manual. ,4) F. Roof Curbs at HVAG units. V 0 5. Insulation: A. Supply ducts outside of the conditioned spaces shall be �- Insulated with 2" of #15 Ultralite or equal with the insulation securely wired on with overlapping joints so that there are no voids. Raw edges of insulation shall = be sealed. Z B. The Inside of the supply and return ducts from the air 9-4 conditioner shall be lined From the air handling d equipment to a distance of 10' from the unit, or as indicated on the drawings, with Ultralite #300 - 1/2 " thick, or approved duct liner acoustical board. This material shall be fitted carefully on the Inside of the _ - duct and shall be fastened on with cement supplemented by screws and washers on top and sides of duct or use fiberglass ducts. Equipment to be properly vibration. Isolated so as to minimize equipment operating noise N Z tran5mi55ion. O G. All insulation work shall be performed by a recognized insulation contractor specializing in commercial and industrial projects, installed in accordance with manufacturer's recommendations. D. Insulation, vapor barrier, adheslve, sealer and covering �J installed as lining or covering shall possess a flame spread classification not exceeding 25 without evidence } of continued progressive combustion and a smoke developed rating not exceeding 50. Flame spread and smoke 3 developed test procedures shall comply with A5TM E34T and (� shall be U.L. listed accordingly. 6. Ventilation: A. Provide supply and exhaust fans of the size and type Indicated. All fans and ducts shall operate without objectionable vibration or noise. The motor or entire assembly shall be Isolated From the structure with approved type of isolation absorbers. Z B. Power roof exhausters shall have a steel frame and aluminum or fiberglass housing. Fans shall be direct drive or Yee belt driven using cast Iron sheaves. The motor sheave shall be variable pitch for plus or minus 10 percent variation from rated speed. The entire V rotating assembly and motor of each fan shall be isolated U- to prevent the transmission of vibration into the — structure. The hood covering the fan motor and drive shall be hinged and provided with an approved locking U1 device to fasten hood in closed and open positions. Bird screen of 1/2 ' aluminum hardware cloth shall be provided for all fan outlets. Self-acting dampers are required. GDQ Provide nonfusible disconnect switch at each fan. 1. Registers, Diffusers, and Grilles: A, Registers, diffusers and grilles shall be furnished and Installed In sizes and at locations shown on the drawings. Accessories such as dampers, air volume extractors shall be provided as noted on the drawings. Registers shall be equipped with a gasket behind the face Flange which shall make an air tight seal between the outlet and the wall. Outlets shall have sufficient evenly spaced mounting screws to permit drawing the Face flange tightly against the mounting surface, and compressing the gasket material into an air -tight seal without bending or bowing the face flange of the outlet. All outlets shall be installed plumb, level and parallel to the building walls or floors. 8. Electric Wiring: A4. Mechanical equipment having electric motors shall be furnished with necessary control devices for the protection of each motor and for automatic and/or manual control. B. Electric wiring is included under the electrical section of the specifications except low voltage control wiring. The Gontractor shall furnish temperature control, magnetic starter, and other control switches and devices to the electrical installer, Room thermostat and control switches shall be furnished as shown or directed, and controls, relays, staters and wiring shall conform to the governing electrical codes. 9. Excavation, Gutting and Fitting: A. Perform the excavation, cutting, fitting, repairing, and finishing of the work necessary for the Installation of the equipment specified herein In accordance with 02220, No cutting of the work of other trades or of any structural member shall be done without the consent of the designing Engineer. 10. Final Tests: A. Before acceptance and final payment, demonstrate that all apparatus Is functioning properly and efficiently. Balance air quantities for even temperature throughout, adjust controls, and in general place the system into operation. Start-ups for the first heating and the first cooling season shall be performed as pat of the contract. II. Guarantee: A. The Gontractor shall guarantee all material and equipment to be free from defect of material and workmanship and shall replace or repair without cost to the Owner all defective material and workmanship For a period of one year. 12. Instructions: A. Gontractor shall instruct the Owner in the proper operation and maintenance of the equipment. SECTION 16000 - ELECTRICAL SYSTEM 1. Work Included: A. Provide materials, equipment, labor and services necessary for the installatlon and placing into operation of a complete electrical system as specified or indicated. B. The work in general shall consist of, but is not limited to, the following: I. Furnishing and installing fixtures with lamps, unless noted otherwise. 2. Furnishing and Installing electrical work, panels, service conduit, wiring, etc., for outlets and equipment. 3. Furnishing and installing telephone outlets, conduits, wire and terminal boards including conduit and wire from telephone terminal board to the building entrance as indicated. 4. Temporary Gonstruction Power: Furnish and install temporary construction power wiring as required to provide sufficient power and lighting for construction needs. Obtain temporary electrical service in the name of the Owner. Provide temporary lighting as required by Occupational Safety and Health Act for Adequate illumination for construction and safety purposes in accordance with 5ectlon 01500. 2. General Requirements: A. Equipment furnished shall fit the space available, with connection, etc., in the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and Indicate the manner and method of the installation while the specifications and fixture list denote the type and quality of materials and workmanship to be used. 3. Equipment and Material: A. Materials furnished under this contract shall be new, free from defects of any character, and shall conform with the standards of the Underwriters Laboratories, Inc., in every case where such a standard has been established, and shall be so labeled. B. Where two or more similar type Items are furnished, all shall be of the same manufacturer, e.g., disconnect switches shall be of the same manufacturer unless otherwise noted. G. Material and installation methods used shall be In accord with the latest and approved electrical and mechanical engineering practices. 4. Service Entrance Equipment: A. Service entrance equipment shall be in accordance with the requirements of the Municipal Governing Body and shop drawings shall be submitted to the serving Utility For approval by same. 5. Panelboards: A. Each panel shall be provided with door lock and two keys, keyed alike. Each panel shall be provided with typewritten sheet installed on door, ident►fying the use of the branch circuit. Panels shall be flush mounted except as otherwise indicated. Panels shall have copper bussing as manufactured by Square D, ITE, Cutler Hammer. 6. Conduit: A. Electrical Metallic Tubing: May be used for wiring not run In or under concrete or earth or in grouted walls. B. Galvanized or 5herardlzed Steel shall be used for wiring in or under concrete or earth. Gonduit in earth coated and wrapped with Ployken q00 tape or code approved P\/G. 1. Wire: A. Soft drawn annealed copper having conductivity of not less than C18% of that of pure copper, uniform in cross section, free from flaws, scales and other imperfections. I. Insulation: Type TEN for branch wiring of size #6 and smaller and as specified for feeders. Use Insulated wire from recessed fixture outlet to Junction box. 2. 5ize5: No wire smaller than #12 shall be installed for lighting receptacles, or other circuits. Wire lager than #10 shall be stranded. 3. Grounded Conductors: No smaller than #8 copper encased in rigid steel conduit. 8. Miscellaneous Materials: A. Safety Switches: Heavy duty and general duty as required and/or as noted on drawings. Use NEMA-1 for Interior use and NEMA-3 for exterior use. B. Fuses: Busman Mfg. G. Gondult Straps: Heavy gauge steel snap -on type. D. Gonduit: Equal to Rigid Glifton (hot dipped galvanized) and Electrical Metallic Tubing. E. Electrical Metallic Tubing Fittings: Equal to T d B and/or Briegel. Gonnectors shall have insulated fittings. F. Rigid conduit locknuts and bushings: Equal to T d B. G. Flexible conduit and fittings: Equal to Gallfornia10 W F Conduit and Gable Company, Inc. G H. Liquid tight conduit and fittings For all exterior and equipment connections. i+ e ;4 I. Outlet boxes, plaster rings, etc.: Equal to RAGO. 64 .C) 0 0 J. Gondulets: Equal to Grouse -Hinds. 0 K. Wire and Gable: Equal to general cable and/or simplex. w�0 I.' L. Devices: Equal to Hubbell, switches 1220 receptacles (52(72-1). F M. Device plates: "slater", "51;a-Kleen", and "Medalist Fllp-Lid" for weatherproof locations. END OF 5PEGIFIGATION5 Z L M V V tu ism i i r 3 , Limited Building Inspection Report for Asbestos -Containing Building Materials 5 >J Vacant Lease Space 3206 Longmire Drive College Station, Texas 77845 t-F . I 4 j I Prepared for: Premier Builders 1 ; Mr. Charles Taylor 1700 George Bush East, Suite 100 College Station, Texas 77840 PROJECT NO: 1� IJ AE03-69 Prepared by: Austin Environmental, Inc. P.O. Box 3725 Bryan, Texas 77805-3725 979-731-1225 March 31, 2003 3 AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 43 TABLE OF CONTENTS REPORT..................................................................................1-4 Section 1 PLM Report Section 2 Asbestos Bulk Sample Analysis (PLM) Section 3 Chain of Custody Section 4 Sample Locations Section 5 Asbestos Licenses AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 i AUSTIN ENVIRONMENTAL, INC. ' P.O. Box 3725 FA Bryan, Texas 77805-3725 (979) 731-1225 March 31, 2003 Premier Builders Mr. Charles Taylor 1700 George Bush Dr. E., Suite 100 College Station, Texas 77845 RE: Limited Asbestos Survey for Vacant Lease Space located at 3215 West RR 1431, Kingsland, Texas Dear Mr. Green: On March 24, 2003, at your request, Mr. Paul B. Dehlinger, R.S., of Austin Environmental, Inc., conducted a limited asbestos survey of the Vacant Lease Space located at 3206 Longmire in College Station, Texas for the presence, location, and the condition of suspect asbestos -containing building materials (ACBM). The purpose of the inspection was to determine the presence and location of suspect friable and non -friable asbestos -containing building materials prior to renovation activities. The federal National Emission Standard for Hazardous Air Pollutants (NESHAP) 40 Code of Federal Regulations (CFR) Part 61, subpart M, and the Texas Asbestos Health Protection Act and Rules (TAHPA) requires that prior to any renovation or demolition of a commercial or public building that it must be inspected for the presence of suspect asbestos -containing building materials (ACBM). The scope of work and services provided include: ♦ Field investigation and visual observations ♦ Sample suspect asbestos -containing building materials (ACBM) ♦ Analysis of suspect asbestos -containing building materials (ACBM) AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 March 31, 2003 Page 2 Suspect ACBM was physically handled to determine friability and bulk samples were obtained for analysis. The inspection involved sampling of thirty-nine (39) suspect i asbestos -containing building materials and analyzing them under Polarized Light Microscopy with Dispersion Staining (PLM/DS), 40 CFR, Chapter 1, Part 763, Subpart F, App A. The PLM results are attached to this report. SURVEY The survey was conducted on a homogenous -area basis with the construction materials sampled and tested that are suspect to contain asbestos and that may be disturbed during renovation activities. Suspect asbestos containing building materials that were sampled include; ceiling tile (2 types), floor tile & mastic (4 types), linoleum, cove base & mastic, batt insulation, drywall texture (4 types). RESULTS All suspect building materials sampled and tested were determined to be None Detected for asbestos content. Friable asbestos -containing material refers to material, which contains more that one 1 (>1%) percent asbestos by weight and when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. Non -friable asbestos -containing material is any material containing more than one (1 %) percent asbestos by weight and when dry, cannot be crumbled, pulverized or reduced to powder by hand pressure. All materials detected/uncovered during present or future renovations or demolitions that are not listed, as being sampled on the Chain of Custody Form and will be disturbed, must be sampled and analyzed prior to disturbance. All additional samples and assessments are to be conducted by properly licensed individuals. AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 March 31, 2003 Page 3 New building materials should be addressed to ensure that they do not contain asbestos. Manufactures labels or material safety data sheets (MSDS) should be a reviewed and documented to ensure that any asbestos containing building products are not used during future construction. LIMITATIONS This report only applies to the scope of work described herein. This report describes existing conditions at the time of services. Conditions of asbestos -containing materials may change as a result of damage, deterioration or other disturbance and may increase the potential for elevated fiber levels. This report applies only to accessible areas observed during our field services. Asbestos -containing materials may exist in concealed inaccessible enclosures, such as areas enclosed by permanent partitions, chases, shafts, equipment etc. Material locations and quantities may vary. The exterior of the building and roofing materials were not included in the scope of work. Although a good -faith effort was made to locate asbestos -containing materials in the i� area within the scope of work, extensive destructive inspection and/or testing was not conducted due to the expense, potential exposure hazards and/or potential regulatory violations. All surfaces, paints, wire insulation, electrical panels, fire rated doors and panels, furnishings, Heating Ventilation and Air Conditioning (HVAC) Systems, fixtures and similar materials and equipment were not sampled and analyzed due to safety Y concerns and expense. Inspection and testing for lead -based paint, PCB containing light ballast and/or other hazardous and/or regulated materials was not included in Austin Environmental Inc.'s survey. AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 March 31, 2003 Page 4 Per the TDH TAHPR this document (asbestos survey report) may not be used as a t design (specification) for asbestos abatement. Design and/or abatement air monitoring I; services were not included in Austin Environmental Inc.'s scope of work. Austin Environmental Inc. makes no warranty and assumes no liability for the inappropriate use or misuse of this document. We appreciate the opportunity to provide you with this limited asbestos survey. Should R you need any further asbestos related services, please don't hesitate to contact us at (979) 731-1225 or (979) 229-4385. Sincerely, +I'T OF AUSTIN ENVIRONMENTAL, INC. Oi �';...' food,�, pa� � *��* PAUL B. DEHLINGER Paul Dehlinger, R.S. 00969*0960000 see***. 2 10 5523 � - 0 O:i Individual Asbestos Consultant License No. 10-5523 �9e�i 19'P� t``s'T°S cot4 Asbestos Consultant Agency License No. 10-0313 AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 t 2 PLM REPORT Steve Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph, Suite 602 TDH License No. 30-0084 Carrollton, Texas 75006 (972) 446-9482 PAT ID # 102577 Client: Austin Environmental, Inc. Lab Job No.: x3B-02088 Project : Premier Builders, Vacant Lease Space Report Date: 03/25/2003 Project # : AE03-69 Sample Date: 03/24/2003 Identification : Asbestos, Bulk Sample Analysis Test Method : Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 / 116 Page 1 of 4 On 03/25/2003, thirty-nine (39) bulk material samples were submitted by Paul Dehlinger of Austin Environmental, Inc. for asbestos analysis by PLM/DS. Copies of the lab data sheets are attached; additional information may be found therein. The results are summarized below: Sample Number Client Sample Description / Location Asbestos Content VB-OIA Ceiling Tile (Large Fissures), Reception Area Drop Ceiling None Detected - Ceiling Tile VB-01B Ceiling Tile (Large Fissures), Restroom above Sink None Detected - Ceiling Tile VB-01 C Ceiling Tile (Large Fissures), None Detected - Ceiling Tile Office Area Conference Room above Door VB-02A 12" x 12" White Floor Tile, Front Entrance Lobby Area None Detected - Floor Tile None Detected - Yellow Mastic VB-02B 12" x 12" White Floor Tile, Men's Restroom next to Sink None Detected - Floor Tile None Detected - Yellow Mastic VB-02C 12" x 12" White Floor Tile, Back Offices by West Wall None Detected - Floor Tile None Detected - Yellow Mastic VB-03A Cove Base & Mastic, Front Office Conference Room, East Wall None Detected - Cove Base None Detected - Cream Mastic VB-03B Cove Base & Mastic, Women's Restroom by Sink None Detected - Cove Base None Detected - Cream Mastic VB-03C Cove Base & Mastic, Back Room by Exit Door None Detected - Cove Base None Detected - Cream Mastic VB-04A Yellow Thermal Insulation, above Restroom Drop Ceiling None Detected - Thermal Insulation VB-04B Yellow Thermal Insulation, Back Room by Electrical Panels None Detected - Thermal Insulation VB-04C Yellow Thermal Insulation, Garage Area on Floor None Detected - Thermal Insulation VB-05A Drywall Texture, Front Office Lobby by Reception Area None Detected - Drywall Material None Detected - Texture G M N PLM REPORT Steve Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph, Suite 602 TDH License No. 30-0084 Carrollton, Texas 75006 (972) 446-9482 PAT ID # 102577 Client: Austin Environmental, Inc. Lab Job No.: x313-02088 Project : Premier Builders, Vacant Lease Space Report Date: 03/25/2003 Project # : AE03-69 Sample Date: 03/24/2003 Identification : Asbestos, Bulk Sample Analysis Test Method: Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 / 116 Page 2 of 4 On 03/25/2003, thirty-nine (39) bulk material samples were submitted by Paul Dehlinger of Austin Environmental, Inc. for asbestos analysis by PLM/DS. Copies of the lab data sheets are attached; additional information may be found therein. The results are summarized below: Sample Number Client Sample Description / Location Asbestos Content VB-05B Drywall Texture, Office Area Conference Room, North Wall None Detected - Drywall Material None Detected - Texture VB-05C Drywall Texture, Office Area Back Room, North Wall None Detected - Drywall Material None Detected - Texture VB-06A Ceiling Tile (Small Fissures), Hallway by Middle Work Area None Detected - Ceiling Tile VB-06B Ceiling Tile (Small Fissures), Large Open Area Northwest Corner None Detected - Ceiling Tile VB-06C Ceiling Tile (Small Fissures), Back Room by Exit Door None Detected - Ceiling Tile VB-07A Drywall Texture, Garage Bay Area, Right Wall None Detected - Drywall Material None Detected - Texture VB-07B Drywall Texture, Back Room, Middle of Wall None Detected - Drywall Material None Detected - Texture VB-07C Drywall Texture, Back Room by Exit Door None Detected - Drywall Material None Detected - Texture VB-08A Floor Tile, Restroom by Door Jamb None Detected- Floor Tile Insufficient Mastic VB-08B Floor Tile, Storage Area None Detected - Floor Tile None Detected - Yellow Mastic VB-08C Floor Tile, South Office Area at Door Jamb None Detected - Floor Tile None Detected - Yellow Mastic VB-09A Linoleum, Restroom Hallway at Door Jamb None Detected - Sheet Flooring None Detected - Fiber Backing iA PLM REPORT Steve Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph, Suite 602 TDH License No. 30-0084 Carrollton, Texas 75006 (972) 446-9482 PAT ID # 102577 Client : Austin Environmental, Inc. Lab Job No.: x3B-02088 Project : Premier Builders, Vacant Lease Space Report Date: 03/25/2003 Project # : AE03-69 Sample Date: 03/24/2003 Identification : Asbestos, Bulk Sample Analysis Test Method : Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 / 116 Page 3 of 4 On 03/25/2003, thirty-nine (39) bulk material samples were submitted by Paul Dehlinger of Austin Environmental, Inc. for asbestos analysis by PLM/DS. Copies of the lab data sheets are attached; additional information may be found therein. The results are summarized below: Sample Number Client Sample Description / Location Asbestos Content VB-09B Linoleum, Restroom Hallway at Door Jamb None Detected - Sheet Flooring None Detected - Fiber Bacldng VB-09C Linoleum, Restroom Hallway at Door Jamb None Detected - Sheet Flooring None Detected - Fiber Backing VB-10A Floor Tile, Foyer at South Office Area None Detected - Floor Tile None Detected - Yellow Mastic VB-1013 Floor Tile, Foyer at South Office Area None Detected - Floor Tile None Detected - Yellow Mastic VB-10C Floor Tile, Foyer at South Office Area None Detected - Floor Tile None Detected - Yellow Mastic VB-11A Drywall Texture, South Office Area by Entrance None Detected - Drywall Material None Detected - Texture VB-1113 Drywall Texture, Mezzanine Office Area None Detected - Drywall Material None Detected - Texture VB-11C Drywall Texture, Reception Area under Window None Detected - Drywall Material None Detected - Texture VB-12A Drywall Texture, Office Area by Door Jamb None Detected - Drywall Material None Detected - Texture VB-12B Drywall Texture, Restroom by Door Jamb None Detected - Drywall Material None Detected - Texture VB-12C Drywall Texture, Office Area None Detected - Drywall Material None Detected - Texture t ..J PLM REPORT Steve Moody Micro Services, Inc. NVLAP Lab No. 102056 1510 Randolph, Suite 602 TDH License No. 30-0084 Carrollton, Texas 75006 (972) 446-9482 PAT ID # 102577 Client : Austin Environmental, Inc. Lab Job No.: x3B-02088 Project : Premier Builders, Vacant Lease Space Report Date: 03/25/2003 Project # : AE03-69 Sample Date: 03/24/2003 Identification : Asbestos, Bulk Sample Analysis Test Method: Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 / 116 Page 4 of 4 On 03/25/2003, thirty-nine (39) bulk material samples were submitted by Paul Dehlinger of Austin Environmental, Inc. for asbestos analysis by PLM/DS. Copies of the lab data sheets are attached; additional information may be found therein. The results are summarized below: Sample Number Client Sample Description / Location Asbestos Content VB-13A Floor Tile, Woman's Restroom by Door Jamb None Detected - Floor Tile None Detected - Clear Mastic VB-13B Floor Tile, Men's Restroom by Door Jamb None Detected - Floor Tile None Detected - Clear Mastic VB-13C Floor Tile, Woman's Restroom by Door Jamb None Detected - Floor Tile None Detected - Clear Mastic These samples were analyzed by layers. Quantification, unless otherwise noted, is performed by calibrated visual estimate. Results may not be reproduced except in full. This test report relates only to the samples tested. These test results do not imply endorsement by NVLAP or any agency of the U.S. Government. Accredited by the National Voluntary Laboratory Accreditation Program for Bulk Asbestos Fiber Analysis under Lab Code 102056. Analyst : Casey Martin Lab Director: Steve Moody Approved Signatory:----------------------------------- W Thank you for choosing Steve Moody Micro Services----------- N "Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-01A Client Sample Description: Ceiling Tile (Large Fissures), Reception Area Drop Ceiling Layer 1 Ceiling Tile Stereoscopic Exam Color Texture Light Grey Fibrous PLM Rynminnfl— Lab No. 102056 I. Page 1 of 1 1 YES I 80 I ND I 100 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation ellulose Fibers 4 ribbons high Mineral Wool Fibers 3 Rods 0 erlite 2C Glass Foam 0 Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - _ - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-01 A I , Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet T�H License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-01 B Client Sample Description: Ceiling Tile (Large Fissures), Restroom above Sink Layer I Ceiling Tile Stereoscopic Exam Color Texture f Light Grey Fibrous PLM Fxaminatinn 102056 Page 1 of 1 :)geneous? % Fibrous % Asbestos % of Sal YES 1 80 1 ND 100 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation ellulose Fibers 45 ribbons high ineral Wool Fibers 35 Rods 0 erlite 20 Glass Foam 0 — —Prep/treatment mechanical separation — Asbestos Content: None Detected — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-01 B k l Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-01 C Client Sample Description: Ceiling Tile (Large Fissures), Page 1 of 1 Office Area Conference Room above Door Layer 1 Ceiling Tile Stereoscopic Exam Color Texture Homogeneous? %Fibrous % Asbestos % of Sample Light Grey Fibrous YES 80 ND 100 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation ellulose Fibers 45 ribbons high ineral Wool Fibers 35 Rods 0 erlite 20 Glass Foam 0 — —Prep/treatment mechanical separation — Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed : 03/25/2003 Lab Job# : x313-02088 Sample # : VB-01 C tSteve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet ThH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-02A Client Sample Description: 12" x 12" White Floor Tile, Front Entrance Lobby Area Layer 1 Floor Tile Stereoscopic Exam Color Texture White Hard PT.M Fxaminatinn Lab No. 1020561 Page 1 of 1 1 ogeneous?% Fibrous % Asbestos % of Sa YES I ND I ND 1 98 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elon ation Calcite / Vinyl Binders 106 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected -------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Yellow Rubbery YES ND ND 2 PT.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Reff, Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation Glue Binders 100 Non -fibrous Prep/treatment heat/ melt Asbestos Content: None Detected — — -------------------------------------- Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 ... C� Lab Job# : x313-02088 Sample # : VB-02A ! Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x36-02088 Sample # : VB-02B Client Sample Description : 12" x 12" White Floor Tile, Men's Restroom next to Sink Layer I Floor Tile Stereoscopic Exam Color Texture White Hard PT.M F.xaminatinn 17►/�: Page 1 of 1 1 ogeneous? % Fibrous %o Asbestos % of Sa YES ND ND 98 Components % +/- Morphology Color /Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le Sign of Elon ation Calcite / Vinyl Binders 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Yellow Rubbery YES ND I ND 2 PLM F.xaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular i Ref. Index I Biref Extinction Angle Sign of Elongation Glue Binders 100 Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x36-02088 Sample # : VB-02B Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-02C Client Sample Description: 12" x 12" White Floor Tile, Back Offices by West Wall Page 1 of 1 Layer 1 Floor Tile Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sample White Hard YES ND ND 98 PT.M Fsaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation alcite / Vinyl Binders 10g I Non -fibrous high Prep/treatment: heat / melt Asbestos Content: None Detected ------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam Yellow Rubbery YES ND ND 2 Pr.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le I Sign of Elon ation Glue Binders iOO Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected IL--.------------------------------------ Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-03A Client Sample Description: Cove Base & Mastic, Front Office Conference Room, East Wall Page 1 of 1 Layer I Cove Base Stereoscopic Exam Color Texture Homogeneous? %Fibrous % Asbestos % of Sample Black Rubbery YES ND I ND 1 97 PT.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index lPerpendicular Ref. Index Biref Extinction An le Sign of Elon anon alcite / Vinyl Binders 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Cream Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample FCream Rubbery YES I ND I ND 3 PT.M RYaminafinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref, Index Biref Extinction Angle Sign of Elongation Calcite CONon-fibrous high Glue Binders 40 Non -fibrous Prep/treatment : heat / melt Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed : 03/25/2003 Lab Job# : X313-02088 Sample # : Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-03B Client Sample Description: Cove Base & Mastic, Women's Restroom by Sink Layer 1 Cove Base Stereoscopic Exam Color Texture Black Rubbery PLM Examinatinn Page 1 of 1 ogeneous? % Fibrous % Asbestos % of Sa YES I ND I ND 1 97 Components % +/- I MorDholoev/ Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le Sign of Elon ation Calcite / Vinyl Binders Elo Non-fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Cream Mastic Stereoscopic Exam Color ITexture Homogeneous? % Fibrous % Asbestos % of Sample Cream Rubbery YES ND ND 3 PLM Examination Co m onents % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite 60 Non -fibrous high Glue Binders 40 Non -fibrous Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------- Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab lob# : x3B-02088 Sample # : VB-03B Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-03C Client Sample Description: Cove Base & Mastic, Back Room by Exit Door Layer 1 Cove Base Stereoscopic Exam Color Texture Black Rubbery PT A4 Fxaminatinn No. 1020561 Page 1 of 1 1 ogeneous % Fibrous % Asbestos % of Sa YES I ND I ND 1 97 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders i-00 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------- Layer 2 Cream Mastic Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sam Cream Rubbery YES ND ND 3 PT.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite 60 Non -fibrous high Glue Binders 40 Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : X36-02088 Sample # : Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet T`DH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-04A Client Sample Description: Yellow Thermal Insulation, above Restroom Drop Ceiling Page 1 of 1 Layer 1 Thermal Insulation Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sampl Yellow Fibrous I YES I100 ND1 100 PT.M F—inatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Mineral Wool Fibers 9 Rods 0 Resin Binders Non -fibrous Prep/treatment mechanical separation — Asbestos Content: None Detected - - -------------------------------- Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : VB-04A Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet Tt)H License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-04B Client Sample Description: Yellow Thermal Insulation, Back Room by Electrical Panels Page 1 of 1 Layer 1 Thermal Insulation Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Yellow Fibrous YES 100 1 ND 1 100 PLM F.xaminatinn Components % +/- Morphology Color / Pleochroism Parallel Reff, Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Mineral Wool Fibers ii Rods 0 esin Binders 5 Non -fibrous — —Prep/treatment mechanical separation — Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : X313-02088 Sample # : Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-04C Client Sample Description: Yellow Thermal Insulation, Garage Area on Floor Layer 1 Thermal Insulation Stereoscopic Exam Color Texture Yellow Fibrous PT.M P-i-t;- Lab No. 1 Page 1 of 1 Dgeneous? % Fibrous % Asbestos % of Sai YES 1 100 1 ND 1 100 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Mineral Wool Fibers 95 Rods 0 esin Binders 5 Non -fibrous Prep/treatment mechanical separation Asbestos Content: None Detected — — — — — — — — — — — — — — — — — — — — — — — —� Comments : Analyst: Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3113-02088 Sample # : VB-04C Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-05A Client Sample Description: Drywall Texture, Front Office Lobby by Reception Area Page 1 of 1 Layer 1 Drywall Material Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample White Blocky I YES 1 3 1 ND 1 85 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel I Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 5 ribbons T- high Gypsum / Binders 95 Non -fibrous Prep/treatment: mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture IHomogeneous? %Fibrous %Asbestos % of Sample Tan Fibrous YES 100 ND 10 PT.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 100 ribbons I high Prep/treatment : mechanical seperation Asbestos Content: None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample White Blocky I YES I ND I ND 1 5 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-05A Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-05B Client Sample Description: Drywall Texture, Office Area Conference Room, North Wall Layer 1 Drywall Material Stereoscopic Exam Color Texture Homogene White Blocky YES PLM Fxaminatinn NVLAP Lab No. Page 1 of 1 Fibrous % Asbestosl% of Sa 3 1 ND 1 85 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 5 ribbons high Gypsum / Binders 9 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Tan Fibrous I YES 1 100 1 ND 1 10 PLM Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 100 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample White Blocky YES I ND 5 Pi.M Rxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous — —Prep/treatment mechanical separation — Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : i Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-05C Client Sample Description: Drywall Texture, Office Area Back Room, North Wall Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PLM F.xaminatinn NVLAP Lab Page 1 of 1 1 ogeneous? % Fibrous % Asbestos % of Sa YES 1 3 1 ND 1 85 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 5 ribbons high Gypsum / Binders 95 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected ------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam PLM Examination Tan Fibrous I YES 1 100 1 ND 1 10 Components % +/- MorpholoRy Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers I V0 ribbons high Prep/treatment : mechanical separation Asbestos Content • None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous I% Asbestos % of Sample White Blocky YES ND lk 5 PLM F.xaminaTinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous Prep/treatment mechanical separation Asbestos Content: None Detected — — — --------------------------------- Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet 'I°DH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-06A Client Sample Description: Ceiling Tile (Small Fissures), Hallway by Middle Work Area Page 1 of 1 Layer 1 Ceiling Tile Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sampl Light Grey Fibrous YES 80 ND 100 PLM F.xaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation ellulose Fibers 45 ribbons high ineral Wool Fibers 35 Rods 0 erlite 20 Glass Foam 0 Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-06A s.s ^Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-06B Client Sample Description: Ceiling Tile (Small Fissures), Large Open Area Northwest Corner Page 1 of 1 Layer 1 Ceiling Tile Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sampl Light Grey Fibrous YES 1 80 ND 100 PL.M F.xnminatinn Components % +/- Morphology Color / Pieochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation ellulose Fibers 45 ribbons high ineral Wool Fibers 35 Rods 0 erlite 20 Glass Foam 0 Prep/treatment mechanical separation Asbestos Content: None Detected - - - --------------------------------- Comments : Analyst : Casey Martin Date Analyzed : 03/25/2003 Lab Job# : x313-02088 Sample # : VB-06B Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-06C Client Sample Description; Ceiling Tile (Small Fissures), Back Room by Exit Door Page 1 of 1 Layer 1 Ceiling Tile Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sample Light Grey Fibrous I YES 80 ND 1 100 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation ellulose Fibers 4 ribbons high ineral Wool Fibers 3 Rods 0 erlite 2 Glass Foam 0 Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst: Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-06C Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-07A Client Sample Description: Drywall Texture, Garage Bay Area, Right Wall Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PLM Fxaminatinn NVLAP Lab Page 1 of 1 ogeneous? % Fibrous % Asbestos % of Sa YES 1 3 1 ND 1 78 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers ribbons high Gypsum / Binders 95 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos /o of Sampl Tan Fibrous I YES 1 100....1 ND 1 20 PI.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 10 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------ Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestoof Sam White Blocky YES ND s % ND 2 PT.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index I Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders lob Non -Fibrous Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-07A 'Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-07B Client Sample Description: Drywall Texture, Back Room, Middle of Wall Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PLM Examination Lab No. I Page 1 of 1 1 ogeneous? % Fibrous % Asbestos % of Sa YES 3 ND 1 88 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Glass Wool Fibers 3 Rods 0 -Elongation Gypsum / Binders 97 Non -fibrous Prep/treatment: mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Tan Fibrous YES 100 ND 10 PT.M Fuaminatinn Components- % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index I Biref Extinction Angle Sign of Elongation Cellulose Fibers 10 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam le PLM F.xaminatinn FWhite Blocky I YES I ND_J. ND 1 2 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction I Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous _Angle — —Prep/treatment mechanical separation — Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-07B 1 Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-07C Client Sample Description: Drywall Texture, Back Room by Exit Door Page 1 of 1 Layer 1 Drywall Material Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample White Blocky YES 3 1 ND 1 88 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation Glass Wool Fibers 3 Rods 0 ypsum / Binders 97 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected ------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Tan Fibrous YES 100 ND 10 PLM Examination Co m onents % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref, Index Biref Extinction Angle Sign of Elon ation Cellulose Fibers 100 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam White Blocky YES ND ND 2 PT.M Rxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 10 Non -Fibrous Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x31211-02088 Sample # : VB-07C Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-08A Client Sample Description: Floor Tile, Restroom by Door Jamb Layer 1 Floor Tile Stereoscopic Exam Color _ Texture Light Tan Hard PLM Examinatinn NVLAP Lab No. 10, Overall Asbestos Percent None Detected- Floor Tile Insufficient Mastic Page 1 of 1 YES I ND I ND 1 100 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite/ Vinyl Binders 100 Non -fibrous I high — —Prep/treatment heat / melt Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-08B Client Sample Description: Floor Tile, Storage Area Layer 1 Floor Tile Stereoscopic Exam Color Texture Light Tan Hard PT.M F—inatinn 1020561 Page 1 of 1 1 YES I ND I ND 1 98 Components % +/- Morphology Color / Pleochroism Parallel Reff, Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? %Fibrous % Asbestos % of Sampl Yellow Rubbery YES ND ND 2 PT.M Fnaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref, Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elon ation Glue Binders 10 Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : A Analyst : Casey Martin Date Analyzed: 03/25/2003 / Lab Job# : x3B-02088 Sample # : VB-08B Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-08C Client Sample Description: Floor Tile, South Office Area at Door Jamb Layer 1 Floor Tile Stereoscopic Exam Color Texture Light Tan Hard PLM Rxaminatinn Page 1 of 1 ogeneous?l % Fibrous 1% Asbestosl% of Sa YES I ND I ND 1 98 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Yellow Rubbery YES ND ND 2 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glue Binders 100 Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-08C Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-09A Client.Sample Description : Linoleum, Restroom Hallway at Door Jamb Layer 1 Sheet Flooring Stereoscopic Exam Color Texture Multi -colored Tough PT.M F.xaminatinn Lab No. 1020561 Page 1 of 1 1 ogeneous? % Fibrous % Asbestos % of Sa YES I ND I ND 1 50 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref, Index Biref Extinction Angle Sign of Elongation Synthetic Foam 70 Closed Cells Vinyl Binders 30 Non -fibrous Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Fiber Backing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Light Grey Fibrous I YES 1 60 1 ND 50 PT.M T+Yaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation ellulose Fibers 6 ribbons high lass Wool Fibers Rods 0 alcite /Binders 3 Non -fibrous high Prep/treatment mechanical seperation Asbestos Content: None Detected - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 v Lab Job# : X3B-02088 Sample # : VB-09A Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : X313-02088 Sample # : VB-09B Client Sample Description: Linoleum, Restroom Hallway at Door Jamb Layer 1 Sheet Flooring Stereoscopic Exam Color Texture Multi -colored Tough Pi.M Examination Ii:�TIMIANA- Page 1 of 1 YES I ND I ND I 50 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Synthetic Foam 70 Closed Cells Vinyl Binders 30 Non -fibrous Prep/treatment : heat / melt Asbestos Content: None Detected -------------------------------------------------- Layer 2 Fiber Backing Stereoscopic Exam Color Texture Homogeneous? % Fibrous %Asbestos % of Sample Light Grey Fibrous YES 60 ND 50 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 6 ribbons high Glass Wool Fibers Rods 0 Calcite / Binders 3 Non -fibrous high Prep/treatment mechanical seperation Asbestos Content: None Detected — — — — — — — — — — — — — — — — — — — — — — Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : X36-02088 Sample # t_. Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet IbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-09C Client Sample Description: Linoleum, Restroom Hallway at Door Jamb Layer 1 Sheet Flooring Stereoscopic Exam Color Texture Multi -colored Tough PT.M Rxaminatinn 1►WW.V& Page 1 of 1 ogeneous?i % Fibrous I% Asbestos1% of Sa YES I ND I ND 56 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Synthetic Foam 70 Closed Cells Vinyl Binders 30 Non -fibrous Prep/treatment : heat / melt Asbestos Content: None Detected -------------------------------------------------- Layer 2 Fiber Backing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of sample Light Grey Fibrous I YES 1 60 1 ND 1 50 PT.M Rxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 6 ribbons high Glass Wool Fibers Rods 0 Calcite / Binders 3 Non -fibrous high Prep/treatment� — — — — — — — — — — — —mechanical seperation Asbestos Content: None Detected —— — — — — — — — — — —� Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x31B-02088 Sample # : VB-09C •Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-10A Client Sample Description: Floor Tile, Foyer at South Office Area Layer 1 Floor Tile Stereoscopic Exam Color Texture Grey Hard PLM Rxaminatinn NVLAP Page 1 of 1 YES I ND I ND I 95 Components % +/- Mo hology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders i-00 Non -fibrous high Prep/treatment: heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos% of Sample PI.M F.xaminatinn Yellow Rubbery YES I ND I • ND 1 5 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glue Binders 100 Non -fibrous Prep/treatment heat / melt Asbestos Content: None Detected — — --.------------------------------------ Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : VB-10A Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet 1`DH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-10B Client Sample Description: Floor Tile, Foyer at South Office Area Layer 1 Floor Tile Stereoscopic Exam Color Texture Grey_ Hard PLM Examination NVLAP Lab Page 1 of 1 1 ogeneous? % Fibrous % Asbestos % of Sa YES I ND I ND 1 95 Components % +/- Morphology Color /Pleochroism Parallel Ref. Index Perpendicular Ref, Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sampl Yellow Rubbery I YES I ND I ND L.5 PT.M Fxaminatinn Components % +/- Mo holo Color / Pleochroism Parallel Ref. Index Perpendiculaz Ref. Index Biref Extinction An le Sign of Elon ation Glue Binders 100 Non -fibrous ——Prep/treatment� heat / melt Asbestos Content: None Detected — —.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-10B Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-10C Client Sample Description: Floor Tile, Foyer at South Office Area Layer 1 Floor Tile Stereoscopic Exam Color _ Texture Grey Hard PLM F.xaminatinn Lab No. 1020561 Page 1 of 1 :)geneous? % Fibrous I% Asbestosl% of Sa YES I ND I ND 1 95 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Yellow Rubbery YES ND ND 5 PLM Examinatinn Com onents % +/- Mo holo Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref. Extinction An le Sign of Elon ation Glue Binders 1 OC7 Non -fibrous Prep/treatments — — — — — — — — — — — — — — — — heat /melt Asbestos Content: None Detected - - - - - - - - - - - Comments: Analyst: Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : -Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet 'IbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : V13-11A Client Sample Description: Drywall Texture, South Office Area by Entrance Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PLM F.xaminatinn 102056 Page 1 of 1 ogeneous? % Fibrous % Asbestos % of Sa YES 1 3 1 ND 1 75 Components % +/- Morphology Color / Pleochroism Parallel I Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 5 ribbons F_ high Gypsum / Binders 95 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected ------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous %Asbestos /o of Sample Tan Fibrous I YES 1 100 1 ND 10 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 100 ribbons I high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? %Fibrous % Asbestos%o of Sample White Blocky YES ND I ND I 15 PLM Rxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index 11 Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : X313-02088 Sample # : VB-11A -Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet ThH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-11 B Client Sample Description: Drywall Texture, Mezzanine Office Area Page 1 of 1 Layer 1 Drywall Material Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample White Blocky I YES 1 3 1 ND 85 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers ribbons high Gypsum / Binders 90 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected ------------------------------------------------ Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos /u of Sam Tan Fibrous YES 100 1 ND 1 5 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 100 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos /o of Sam le White Blocky YES ND ND 10 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous Prep/treatment: — — — — — — — — — — — — — separation Asbestos Content: None Detected — — — — — — — — — — — —J Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : VB-11 B Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TbH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-11 C Client Sample Description: Drywall Texture, Reception Area under Window Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PLM F.xaminatinn NVLAP Lab No. 1 Page 1 of 1 1 YES I 2 I ND I 85 Components % +/- Morpbology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 2 ribbons high Glass Wool Fibers 1 Rods 0 Gypsum / Binders 97 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos /o of Sample Tan Fibrous YES 100 ND 5 PLM Examinatinn Components % +/- Morphology Color / Pleochroism Parallel Reff, Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers lob ribbons I high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam White Blocky I YES I ND I ND 1 10 PT.M Fxaminafinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous — —Prep/treatment mechanical separation Asbestos Content: None Detected — — — — — — — — — — — —— — — — — — — — — —� II — Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : VB-11 C Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x313-02088 Sample # : VB-12A Client Sample Description: Drywall Texture, Office Area by Door Jamb Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PLM Examinatinn 102056 Page 1 of 1 Dgeneous?I% Fibrous % Asbestos% of Sa YES 1 3 1 ND 1 80 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glass Wool Fibers 3 Rods 0 ypsum / Binders 97 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sampl Tan Fibrous I YES 1 100 1 ND 1 15 PLM Examinatinn Components % +/- Mo!phology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 100 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample White Blocky YES I ND I ND 1 5 PT.M Rxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected ------------------------------------------------ Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 CL Lab Job# : X313-02088 Sample # : VB-12A Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-12B Client Sample Description: Drywall Texture, Restroom by Door Jamb Layer 1 Drywall Material Stereoscopic Exam Color Texture White_ _ Blocky PLM Examinatinn 1JIM9 Page 1 of 1 1 3geneous?1% Fibrous% Asbestosl% of Sa YES 1 3 1 ND 1 80 Components % +/- Morphology Color / Pleochroism Parallel i Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glass Wool Fibers 3 Rods 0 Gypsum / Binders 97 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected -------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sampl Tan Fibrous YES 100 ND 15 PLM Examinatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign f Elon atoion Cellulose Fibers 100 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos -/. of sample White Blocky YES ND ND 5 PLM Examinatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous Prep/treatment mechanical separation Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-12B ''Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-12C Client Sample Description: Drywall Texture, Office Area Layer 1 Diywall Material Stereoscopic Exam Color Texture White Blocky Pi.M Fxaminatinn Page 1 of 1 1 ogeneous?l % Fibrous I% Asbestosl% of Sa YES 1 3 1 ND 1 70 Components % +/- Morphology Color / Pleochroism Parallel I Ref. Index Perpendicular Ref, Index Biref Extinction Angle Sign of Elongation Glass Wool Fibers 3 Rods 0 Gypsum / Binders 9 Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Tan Fibrous YES 100 ND 25 PLM Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Reff, Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 100 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam 1 White Blocky YES ND ND 5 PT.M Fxaminatinn Components % +/- Morphology —1 Color 1/ Pleochroism Parallel Ref, Index Perpendiculaz Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous — —Prep/treatment mechanical separation — — Asbestos Content: None Detected — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Comments: Analyst: Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : VB-12C i Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-13A Client Sample Description: Floor Tile, Woman's Restroom by Door Jamb Layer 1 Floor Tile Stereoscopic Exam Color Texture White Hard PT.M Rxaminatinn NVLAP Lab No. 1 Page 1 of 1 ogeneous? % Fibrous % Asbestos % of Sa YES I ND I ND 1 99 Components % +/- Morphology Color / Pleochroism Parallel I Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders 106 Non -fibrous I high Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Clear Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Clear Sticky YES ND ND 1 PT.M Fxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glue Binders 100 Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB 'fSteve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 NVLAP Lab No. 102056 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-13B Client Sample Description: Floor Tile, Men's Restroom by Door Jamb Page 1 of 1 Layer 1 Floor Tile Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample White Hard I YES I ND I ND 1 99 PT.M Ri aminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elon ation Calcite / Vinyl Binders 10 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Layer 2 Clear Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam Clear Sticky YES I ND I ND I 1 PT.M Fuaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glue Binders 10 Non -fibrous Prep/treatment heat / melt Asbestos Content: None Detected - - ------------------------------------- Comments : Analyst : Casey Martin Date Analyzed : 03/25/2003 Lab Job# : x3B-02088 Sample # : V13-1 i Steve Moody Micro Services, Inc. Bulk Asbestos Analysis Sheet TDH License No. 30-0084 EPA Method 600 / R-93 / 116 Client: Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-13C Client Sample Description: Floor Tile, Woman's Restroom by Door Jamb Layer 1 Floor Tile Stereoscopic Exam Color Texture White Hard PLM Examinatinn 1020561 Page 1 of 1 ogeneous? % Fibrous % Asbestos % of Sa YES NDI ND 1 99 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref ction !!A]ngle Sign of Elongation Calcite /Vinyl Binders 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected --------------------------------------------------- Layer 2 Clear Mastic Stereoscopic Exam Color Texture Homogeneous? %Fibrous % Asbestos % of Sampl Clear Sticky YES ND I ND I 1 PT.M Fvaminatinn Components % +/- Morphology Color / Pleochroism Parallel Reff, Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glue Binders 100 Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : K e Alsbotos_Chain oiCustodv SMMS Lab Job H t3ulk PLM ' I (Please riot legibly) Lah Use Lab Job H Air PC'M Page = of _15- On/v Lab Job it -I-EM Your Name :_ R V d li b!p4,- Y, l Company Name: j67y w ►r 0 h► - Client/Project Name: P4-El+, i ev- z.i rtit S �Cct ��i to Project No. A 6 q P.O. No: Date Sampled: - 2 gle,3 Sampled by: "r f- Turnaround Requested : Contact Information: Rush Name: �rt _ Telephone (phone no.) L- <rmal —75-mail: (address) �[esaer V��tt� ,CDtira — Fax: (fax no.) / Positive stop. _ Yes — No x Hard copy: (address) Please note a handling fee may be applied to submittals with uncontained or improperly packaged samples. Sample No. Sample Description Air Volume Field Notes Vff-CJ% 4 et I/� rt i e- — P4o ie4i rp CEf it•t ) , /Ccv'%C—, TI.iiCc.t'-es g i��jj e- roo,, �Ot � h.IL �i 'FI L l` 4 ree. r-000, q/ 'I Ghent" (4 rf_,- 4-rsf eat Y13- Flbd r 1 - Fret`-- e k e -e 6-2 X/-> YP nZG �e-s _ 3A Cove 1s.� s�F — fro i,�;-� a t✓t c I' A_a �� YB-CO B V13- a3c- Notes: Initials: Date: Steve Moody Micro Services. Inr . l5/0 Randolph. Suite 602 - C-nrrollton. Texas 75006 - t9111446-94N1 - FAX (972 446-9870 - NVI-AP Lah)Y 102056 - TO/I LicenscH 30-0084 Mshestos C 0(' Asbestos Chain of Custodv SMMS Lab Job n OIL Bulk PLM • (Plcase print Icgibly) Lah Use Lab Job H Air 11CM Page '2— of On/r Lab Job H -fLM Your Name :_ T is ( ���L�� 4+s!e Y Company Namc: 7�� h E �'C3 Client/Project Name:PYejr,;e B -r� (Cee�s r. Project No. &E,03- 1,7C1 P.O. No: Date Sampled: g' Z-9103 Sampled by: ism Turnaround Requested : Contact InDDformation: _ Rush Name: _ T Gi Gs / _ Telephone (phone no.) --�. 46rrmal _:_--f-mail: (address) _ Fax: (fax no.) Positive stop: _ Ycs i�No x Hard copy: (address) •"Please note a handling fee maybe applied to submittals with uncontained or improperly packaged samples. Sample No. Sample Description Air Volume Field Notes E-0,11t OVIE I - Rook,.- j as r `EGA Df v�r�� r - ear~. �� he y tomarea v�' Q 6 F FI C C v®�'4-, opt wemx me r 91,-.eK r oo n.- Or by: Daterf-mc: cc ' cd B -_S D inic Z b3 t7� oo u" c� Rckaxd by: DatdTimc: Rcc ivcd By: Daterrimc: Notes: Initials: Date: Steve Moodv Micro Servicrs. Inr - 15/0 Randolnh. Suite 602. (-nrrol/ron. Trwas 75006 - I9711446-94R1 - I'AX 072 446-070 NVI..•IP Lnhn III2056 - 77)I1 Licenset! 30-0084 Mshrsnvs C0( Fay...,....-:e� Asbestos Chain of Custody (Please rintlegibly) Page of -5- SMMS Lab Job f! Bulk 111-M , Lab Use Lab Job if Air PC'M Only Lab Job H TEM Your Name: i!G,g l t.-/ L9,L /i g t'er Company Name: 4 Lc.S'-i Client/Project Name: - .!-r..' RkZ1444rrlq tl�jK Project No. A F03 - (0q P.O. No: Date Sampled: 31Z W,0Sampled by: Turnaround Requested : Contact Information: RR Name: pl*:4/ _ Telephone (phone no.) "Normal (address) ail:_ Fax: (fax no.) Positive stop: _Yes ' No x Hard copy: (address) •" Please note a handling fee may be applied to submittals with uncontained or improperly packaged samples. Sample No. Sample Description Air Volume Field Notes X L A D'f vvall a & rr_- h:z <a lid '� kP✓PL/ r©� t mr 99nc FZpS %i tlot V is -F-, 4 Z-1 Al-0 leol AAA I- Res Ire -I. o r � Released by: �.e Datelt me: z ®� Re ved By: U a '�im�^e: /� Released �, zs 11 v` by: Date/Time: Receive By: Dat ime: Notes: Initials: Date: Steve Moodv Micro Services. Inc. - 1510 Randolph. Suite 602 - Carrollton. Texas 75006 - (972)446-94N2 - FAX (972 446-9870 - NVLAP Lab# 102056 - TDN License# 30-0084 lAshestos COC ter 1.1l Asbestos Chain of Custodv SMMS Lab Job n hulk I'LM (Please print legibly) Lab Use Lab Job n Air PCM Page A_ of J Only Lab Job Il I E M Your Name :_ 'rat-.( Company Name: A bt.SPIp CIient/Project Name: r4�4+-i rtRLffl,16 f _V �G�44� �d Project No. Ao3- iv g P.O. No: Date Sampled: 31ZVlc3 Sampled by: P PC-J �r Turnaround Requested : Contact Information: ' _ Rush Name: P4 L' _Perrmal ail: (address) Positive stop: _ Yes `fo x Hard copy: (address) "" Please note a handling fee may be applied to submittals with uncontained or improperly packaged samples. _ Telephone (phone no.) Fax: (fax no.) Sample No. Sample Description Air Volume Field Notes V8_610� �00 m i �� a few Vd -/cc Vt7'11A i GZ tr�j E rrM� Me zl'�'-M e o t V13-//L Fe . ® ft ' 4Cfee, u r W.,A v64M : `/ bArea 429 � k e. 1/C3-JZ 6 L mot, as Rc by: DatclT'mc: Rcc 'vcd By: - Da i c� z l 7= 00 a 4 + U = I (C�^ Released by: Daterrime: Rcc i ed By: Daterrimc: Notes Initials: Date: .Sleve Moodv Micro Srrvices. /nr - /510 Randolnh..Suite 602 - Carro//ron. Tesas 7JO06 - /V111446-V4X1 - /-AX (V72 446-9871) NVIA N Lahti 102056 - TO1/ 1.irenserl 10-0084 /AshesW% COO Pr/ I'll 92.1 Asbestos Chain o_f Custodv sMMs Lab Job n kJulk 1'LM (Please print legibly) Page .� of � Lub Use Lab Job H Air PCM Onhr Lab Job H TEM Your Name: QG7 4. l Company Name: 4aS i Pt 0 "rO/N w.e kqr— Client/Project Name: �e Gr r-r- <¢ Project No. A EQ3- �oc7 P.O. No: Date Sampled: Z V3 Sampled by: Beat z-, Turnaround Requested : Contact Information: Rush Name: �Gt �c� — Telephone (phone no.) Normal /mail: (address) _Fax: (fax no.) Positive stop: _Yes /No x Hard copy: (address) •" Please note a handling fee may be applied to submittals with uncontained or improperly packaged samples. Sample No. Sample Description Air Volume Field Notes - I3A Floor i(e — E s4rh-, VE-13 — 1`7ek,`- I2eg rop �- - G 1'le r g—,� o e> r- `eZ Notes Initials: Date: Steve Moocly Micro Services. Inc. - l5/0 Randoloh. Suite 602 - Carrollton. Texas 75006 - (972)446-9482 - FAX (972 446-9870 - NVI.AP Lab it /02056 - 77)H I.irensett 30-0084 1.4shestos UOC ver Ill EMERGENCY ESCAPE ROUTES ..- - - -1-. -AN FIRE EXTINGUISHER -7K A 4 YOU ARE HERE J/)'Nj_ 4 lll:'lII tIt 11:';IIIII �.*�.,I'Illl�'� III;II �ulllht 1 10123 I.I,�-',,ti, d T1 ;III III dINI dtjal Asl)�stu.� c,onsuIta It 'Jill 02/02/2003 Tt, QM1/2004 rd, C01111,01 BUILDING PERMIT TY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00003080 Date 10/10/03 Property Address . . . . . . 3206 LONGMIRE DR C Property ID 509500-0021-0030 R # • . • • R37913 Application description . . . COMMERCIAL, REMODEL/RENOVATION Subdivision Name . . . . . . PONDEROSA PLACE #1 Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 46950 Owner Contractor ------------------------ SUMAYA, CIRO V ------------------------ PREMIER BUILDERS 2901 COLTON PL CHARLES TAYLOR COLLEGE STATION TX 778457719 1700 GEORGE BUSH DR E #100 COLLEGE STATION TX 77840 (979) 695-7766 --------`'--=--------------- Structure Information ------------------------- Co=nstruction Type . . . . . **NEEDS TO BE ENTERED** Occupancy Type . . . . . . **NEEDS TO BE ENTERED** Other struct info . . . . . IMPACT/PRORATA FEES PAID NA HEATED AREA 3092.00 INTERIOR WALL TYPE SHEETROCK SERIAL ZONES 241.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . SS Permit Fee . . . . 245.00 Plan Check Fee .00 Issue Date . . . . 10/10/03 Valuation . . . . 46950 Expiration Date . . 4/08/04 Qty Unit Charge Per Extension BASE FEE 15.00 46.00 5.0000 THOU BLDG, VAL 1001-50000 230.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON BUILDING: FRONT - 5" HIGH NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS (also identify the meter, disconnect, panel, and a/c disconnects) THE TEXAS DEPARTMENT OF HEALTH REQUIRES AN ASBESTOS SURVEY IN CERTAIN CIRCUMSTANCES - CALL TDH @ (254) 778-6744 FOR MORE INFORMATION ELECTRICAL SHALL BE INSTALLED PER 199 NEC & LOCAL AMENDMENTS PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2A10BC) ------------------------------------ -W--------------------------- BUILDING DEPT SENTATIVE: APPLICANT: BUILDING PERMIT 46 CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 03-00003080 Date 10/10/03 ---------------------------------------------------------------------------- Special Notes and Comments REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT POST PERMIT CARD ON JOB SITE Provide 2-hour fire rated wall between tenants. (second half of previously install hall.) Provide emergency light @ stairway Provide car stops in front of parking spaces. Need to prevent vechicle from blocking the handcappied access into building. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER TAP 3/4" CITY INSTL 400.00 Fee summary Charged Paid Credited ------------------------------ Due ----------------------"----- Permit Fee Total 245.00 245.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 400.00 400.00 .00 .00 Grand Total 645.00 645.00 .00 .00 -------------------------------------- ---- ------------------------- BUILDING DEPT E SENTATIVE: APPLICANT: City of Collegqe Station 1 F7ORVQUEST • PAGE REQ/JOB: WF0466741 / 001 PROJECT: REQUEST DATE: 1010/0PRINT 3 CREW: PRINT TIME: 16:03:06 SCHEDULE DATES LOCATION: 3206 LONGMIRE DR C 77845 START:10/10/03 COMPLETION: 10/10/03 GEN. LOC: COLLEGE STATION LOC ID: 197896 REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: PREMIER BUILDERS ORIGIN: CUSTOMER -WALK IN USER ID: SSTANLEY AUTH: SSTANLEY WORK TYPE: ROUTINE 3/4" WATER 3/4" WATER Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID Assigned Department: OT-CUSTOMER SERVICE APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101,TEXAS AVENUE COLLEGE STATION, TX 77840 (97 91764-35 70 (979)'764-3496 FAX WWW.CI.COLLEGE-STATION.TX.US ADDRESS/LOCATION: \__0_KS le C., +C_'- LOT BLOCK oZ SUBDIVISION rid C r-C, -so- Q 0_e_C_ BUSINESS/OWNER NAME: PHONE: '137!7 CONTRACTOR/HOMEOWNER: Pr6l\ t1v C_; - PHONE: tocl % CONTRACTO R ADDRESS: e 0 frA C-' d Lots u- i Q 0 .ELECTRICIAN. S PLUMBER: HVAC: f1A 4.00\ I c, GOOD CENTS (Residential only): -CLASS OF WORK ACCESSORY/STORAGE LOCATION RE: ROOF, (Total/Partial). ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) W,5W CONSTRUCTION SLAB ONLY, DUPLEX (Landscape Plans Req)o REMODEURENOVATION SWIMMING -POOL DESCRIPTION '4 e� 0 AL % 0 F WORK. T, iE!VIMaDT T 4'C', e- 42 STRUCTURE. USE: k C11. V'I- 9`1j". t 4,r--* HOMEOWNER ASSOCIATION/ARCHITECTUAL- OR DESIGN REVIEW COMMITTEE APPROVAL - .TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ A3) VALUATION: $ )4 0 TOTAL AREA: ]!�b2:k HEATED AREA: 5,b) (Cost of Labor and.Materials) PUBLIC SEWER NUMBER`617 BEDROOMS:,, SEPTIC/TREATMENT SYSTEM r NUMBER OF BATHROOMS: FTSEWE'R TAP: INTERIOR WALL TYPE: ',SIZFL LPI WATER TAP: EXTERIOR WALL TYPE: SIZE F-] OTHER TAP: FOUNDATION TYPE: SIZE F-1 TEMP POLE ROOF TYPE: GARAGE TYPE': SINGLE F__j ' DOUBLE a TRIPLE `ATTACHED E:] DETACHED CARPORT- SIGNATURE OF APPLICANT: ( Z11'1AZA.4 -,,? / &e.,V A1_ - / L1_— Official Use Only Comments: YES or No Plans Examiner Zoning Official v I PROJECT&(�n�rnfr�� ' PLAN REVIEW NO BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Cojoe 60' !'1 ( to 11 ""A e"f - CODE SECTION ITEM O.K., COMMENT OR N/A Table 503 Building Height and Area — vx 504 Height Modifications �- 505 Mezzanines 508.4 Special Unlimited Height 506 Area Modifications ^ 302.3 Mixed Occupancy Separation 302.2 Accessory Use Areas 302.1.1 Incidental Use Areas ..., 411.3 Special Amusement Buildings - Automatic Fire Detection •-- 412.1 Air Traffic Control Towers 903 SPRINKLERS WHERE REQUIRED /A 903.2.12.1 Basements > 1500 sq ft 903.2.12.3 Buildings Over 55 Feet in Height 507.2, 507.3 Unlimited Area Table 601 Note d Reduction of Hourly Ratings with Sprinklers 603.1(8) Partition Material Exception for Type I and Type 11 Construction Table 1004.3.2.1 Exit Access Corridor Rating Table 803.4 Interior Finish Classification 907.2.2 Fire Alarms With Occupant Load of 500 or more 1004.2.4 Exit Access Travel Distance 903.3.1 Sprinkler Standard NFPA 13 905 STANDPIPES WHERE REQUIRED 905.2 Standpipe Standard NFPA 14 905.3.1 Building With Floors 30 ft above Fire Department Vehicle Access 2000 Plan Review Forrns CODE ITEM O.K., SECTION COMMENT OR N/A 905.3.2 Building With Story> 10,000 sq ft and > 200 ft travel to Fire Department Vehicle Access 905.4 - 905.6 Hose Connection Location 905.9 Valves Controlling Water Supply 1001 EGRESS GENERAL 1003.2.3 Exit Capacity • Occupant Content 1003.2.2.7 Converging Exits 1004 Travel Distance & Arrangement of Exits ok Table 1004.2.1 Two Exits (Room or Tenant Space > 50 Occupants or travel / > than 1004.2.5) �J 1004.2.5 Common Path of Travel .-. 1004.2.2.1 Exit Separation ('/: Diagonal Dimension of Building) 1004.3.2.2 Minimum Width of Access Corridor .�. 1003.3.3.1 Minimum Stair Width 0k 1003.3.1.1 Minimum Exit Door Width Table 1005.2.2 Single Exit (One Story, 50 Occupants, and 75 ft Travel r, , Distance) Table 1005.2.2 Single Exit (Two Stories, 30 Occupants, and 75 ft Travel Distance) d 1007.1 Boiler, Incinerator or Furnace Rooms �► 1007.2 Refrigeration Machinery Rooms 1004.3.1.1 Aisle Width in Public Areas ... 1004.3.2.3 Dead End Corridor • 20 ft 0 — 1004.3.2 Exit Access Corridors 1004.3.2.1 Corridor Rating Page 28 of 60 W c N z m ca N 9 • PROJECT PLAN REVIEW NO BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Code CODE SECTION ITEM O.K., COMMENT OR N/A 1004.3.2.5 Exit Access Corridor Continuity 1004.2.3.1 Multiple Tenants �. 1005.3.2.5 Smokeproof Enclosures ` 1003.2.2.8 Mezzanines 1005.3.2 Enclosed Stairs .... 707.2(7) Floor Opening Permitted 1005.3.6 EXTERIOR EXITWAY STAIRS 1005.3.6.1 Height • 6 Stories • 75 ft 1004.2.4.2 Balcony Travel Distance Increase 1005.3.6.5 Fire Resistive Separation 1006.2.2 Adjacent Lot Lines 1003.3.3.5 STAIRWAY CONSTRUCTION N/A 1003.3.3.5 Stairway Construction 1003.3.3.3.2 Closed/Open Risers 1005.3.2.2 Separation of Closets Below Stairways 1005.3.2.3 Stairway Identification for Stairs That Continue Below the Level of Discharge 1003.3.3.3 Stair Treads and Risers 1003.3.3.3.1 Uniform Treads and Risers 1003.3.3.7 Circular Stairs 1003.3.3.4 Landings 1003.3.3.11 Handrails 1003.3.3.2 Headroom 1003.3.3.12 Access to Roof 1005.3.5 Horizontal Exits 1006 Exit Discharge G 1003.3.1.3.4 Access -Controlled Egress Doors CODE SECTION ITEM O.K., COMMENT OR N/A 1003.3.1.3.5 Security Grilles 1G03.3.1.8 Latching and Locking Hardware 1003.3.4 Ramps 1004.3.3 Balconies ....� 1003.2.12 Guards 1003.2.10 Exit Illumination and Signs 1005.3.2.4 Stairway Floor Number Signs 2000 Plan Review Forms Page 29 of 60 PROJECT PLAN REVIEW NO BUSINESS OCCUPANCY REQUIREMENTS 2000 International Building Code Rk1=IVW:IMU&'P.l INTERIOR FINISH SECTION 803.4 UNSPRINKLERED° SPRINKLERED° REQUIRED ACTUAL O.K., REQUIRED ACTUAL O.K., COMMENT COMMENT OR N/A OR N/A Vertical Exits and Exit A B Passageways" Exit Access Corridors B C and Other Exitways e Rooms and Enclosed C C Spaces` Floor Covering 0.22 watt/ 0.22 watt/ Corridors & Exits sq cm. sq cm. a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.3.1. b. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B interior finish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. C. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the goveming factor regardless of the group classification of the building or structure. d. Applies when the vertical exits, exit passageways, exit access corridors or exitways, or rooms and spaces are protected by a sprinkler system installed in accordance with Section 903.3.1.1 or Section 903.3.1.2. rya 2000 Plan Review Forms Page 30 of 60