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Home My WebLink AboutRMDL2003-01043 3206 LONGMIRE DR BUILDING PERMITCity of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning 6/20/03 7/11/03 509500-0021-0030 3206 LONGMIRE DR COLLEGE STATION TX 77845 PONDEROSA PLACE #1 PONDEROSA PLACE #1, BLOCK 21, LOT 3 & PT OF 5 UNKNOWN Owner . . . . . . . . . ZHANG, CHAO JIONG & Contractor . . . . . . PREMIER BUILDERS 979 695-7766 Application number 03-00001043 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . TEMPORARY C.O. FOR SUITE D ONLY Approved Building Off'cial VOID UNLESS SIGNED BY BUILDING OFFICIAL L56AL DESCRIPTION 1.15 ACRE TRACT LOT 5 AND PORTION LOT 5, SU PONDERROSA PLACE zOAED *e_ OWNER J. Frank Ba IISG 1305 H. VII a Marla Rd. Bryan, 7X 7'I641 (ATq) 7TA-g515 Phone (4lq) 71q-0561 Fax PRQ-ZC,T ANALYSIS TOTAL LAND AREA 44.225 90. FT, RETAIL 1 3, 205 S.F. RETAL 2 3,604 S.F. WHOLESALE 1 2,469 S.P. WHOLESALE 2 5, 092 S.P. WHOLESALE 3 2,918 5.F. 6, 493 50. FT. 6,894 60. FT. TOTAL BUILDING AREA PARK 11<G Rffi11 RED 15,5bl S0. FT, RETAIL SALES I PARKIN6 SPACE/250 S.F. TOTAL RETAIL AREA. 6,Bg4 SP/ 250 Sr - 26 PARKING SPACES WHOLESALE I PARKIN& SPACE/1 00 S.F. TOTAL WHOLESALE AREA- 6,495 SP/ IOOOSIH . 9 PARKINS, SPACES TOTAL REQUIRED PARKING 37 PARKIN6 SPACES PROVIDED PARKINS HANDICAP PARKING 2 SPACES 6USTOM9R / EMPLOYff 36 SPACES TOTAL PARKING PROVIDED 1 rT11 ITIC9 LOAD DEMAND FOR O RETAIL 14 WHOLESALE 36 SPACES SPACES HATER 45 6AL./MIN IRRI6ATION 50 6AL/MIN SANITARY SEWER 400 6AL/MIN ELECTRICAL 2OW, 3PH. 400AMP. SAS 600,000 BTU • 3.5 W.C.I.ON DEMAND THIS PROPERTY 15 NOT IN THE 100 YEAR FLOOD PLAIN ACCORDIN6 TO FEMA MAP » 4804100182C EFFECTIVE DATE JULY 2, I qq2. SECT. 0 SECT I ON i I. LANDSCAP I N6 11.2 LANDSCAPE REQUIREMENTS 11.2 A 30 PTS. /1, DOD S.F. OF BITE AREA (49, 223 Sr NEW TREES 11.28 CANOPY TREES >I.S'<2'O a75 PTS. EA. CANOPY TRt�S >2. 1<5.4'• 0I50 PTS. EA. CANOPY TREES >5.5'0 03W MS. EA. FXISTIN6 TES CANOPY TREES >4•<6"O 1200 PTS. PA. CANOPY TREES >6"O 0900 PTS. EA. ■i/F] SECT. 0 SECTION q . PARKIN6 REQUIREMENTS 11.2.A. 6 END ISLAN REQUIRED PROVIDED 180 S.F. ISLA END OF EVERY RON OF fi a 1&0 5.F.= 1,422 S.F. OF PARKING, BOTH I.—RIOR I PERIPHERAL. 1,080 S.F. END ISLANDS. EXCESSIVE S.F. - 342 S.F. 4. 2. A. I I NTER I OR I SLANDS FOR EVERY 15 INTERIOR PARKING SPACES A MIN, 3T SPACES/ 15 1 INTERIOR OF 180 S.F. 15LAND SOMEWHERE IN THE SPACES- 3X180 ISLAND a 261 INTERIOR ROWS. S.F.. 540 S.F. S.F. + 342 S.F. END ISLANDS THAT EXCEED THE MIN. S.F. MAY OF EXCESSIVE APPLY TONAR125 THE INTERIOR ISLAND END ISLAND S.F. REO)IR5 NTS. = 603 S.F. 11.3 B REQUIRID FOR 57REDTSLAPE- 1/32 L.P. FRONTA6E ( 206')- l TREES PARKING AREAS - 120' /5' O.C.(SEC,T.8.IO.A.4) - 40 SHRUBS FOR SC MENIN6 AT PARKING AREAS BETHEEN BLO6. I R.O.H. 11.3 6 5O0 PTS•/ 50 L.F. OF STREET FRGNTA6E ( 206 L.F. ) M1NUS 912 DRIVES, 516HT CLEARANCE TRIN6ALES / TRAFFIC, CONTROL. AREAS (54. OF DRIVES) - 132 L.F,/SO- 3.04x300- TOTAL LANDSCAPE REQU I REMENTS MIN. OF l TREES 1 40 SHRUBS 2, 38q PROPOSED 5TREETSGAPEI N I o I! O"•1TRIM - 900 POINTS 2. 1'F 70 FTC. G. 11! x f1AJL9 GRASGIFOLIA) I EXIM1w 6A11oFY TN= 6'� FTC. G. x 90.0 POINTS x SOD ® SKvLm IN6&-0so- O. C. H11x. O CAL. eta -10 F1a.EA. 660 POINTS - 1e (RMWIOLSIS IMIC,U PROPOSED STREE75CAPE 2,430 TOTAL LANDSCAPE POINTS PROPOSED 2,430 MOIL, IHHIIIA`rl N TOR MI&OP BY OYLIFIZO LND6CNS PI!53 a 1 AFTT" of T CITY OF C4LLM STAT3a. IWI61TIOH O<fK FIOH 0.YICE HILL ®1 INlTAUl 1 T!!TW N I 75 � TO THE CITY OF CA,M OTATIOI. S.F. 223 S.F. 15LAND END ISLAND AREA \ —� R 116E R— SOP 2" S.F. END ISLAND AREA 21A S.F. END ISLAND AREA EXISTIN6 NOW FENCE I R 5DD R SOP WHOLESALE 1 2,483 S.F. III ❑ ❑ ❑ p SUITE "B" RETAIL 2 3,609 S.F. SOD 0 SUITE D' H HOL E 3 2,91E .r. [2� IEtIE IE l/ 1Ze5 G T' V4.& /<2moporwYye/moo, �c.rc, 0A y / /1%/.{ "Z1<G6a S 14 S.F. HDISLAND 8A 5 FXI5TIM TREES- 0CALIPER / 20 I 1 "�.A„ RETAIL 1 3,285 S.F. 26":P. INTERIOR ISLAND oO ooi�■ SUITE 'C' WHOLESALE 2 3,Og2 S.F. -A S.F. ISLAND SOD T+Py oAA: TTP. 24' LANDSCAPE RE• E 59 DWARF NAX HYRTLE V)O LMIDSOAM 'L 9YId2WlQdT Q w G.F.LANDSCAPE I J VI eNc i75+T Vim( O9-9 yi 53 DWARF WAX MYRTLE Ln T� City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . Expiration Date . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . Contractor . . . . . . 6/20/03 7/11/03 509500-0021-0030 3206 LONGMIRE DR COLLEGE STATION TX 77845 PONDEROSA PLACE #1 PONDEROSA PLACE #1, BLOCK 21, LOT 3 & PT OF 5 UNKNOWN ZHANG, CHAO JIONG & PREMIER BUILDERS 979 695-7766 Application number 03-00001043 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . TEMPORARY C.O. FOR SUITE D ONLY Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77__. T E M P O R A R Y C O Issue Date . . . . . . 6/20/03 Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning Owner 509500-0021-0030 3206 LONGMIRE DR COLLEGE STATION TX 77845 PONDEROSA PLACE #1 PONDEROSA PLACE #1, BLOCK 21, LOT 3 & PT OF 5 UNKNOWN ZHANG, CHAO JIONG & Contractor . . . . . . PREMIER BUILDERS 979 695-7766 Application number 03-00001043 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone . . . . . . Special conditions . . TEMPORARY CO FOR SPACE B ONLY PROVIDE STRIPPING IN PARKING LOT PER APPROVED PLANS PROVIDE LANDSCAPING AND DUMPSTER PAD/INCLOSURE PER APPROVED PLANS CO EXPIRES 8-1-03 i Approved . . . . . . . Building Of icial VOID UNLESS SIGNED BY BUILDING OFFICIAL City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 7784 T E M P O R A R Y C O Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . 6/20/03 509500-0021-0030 3206 LONGMIRE DR COLLEGE STATION TX 77845 PONDEROSA PLACE #1 PONDEROSA PLACE #1, BLOCK 21, LOT 3 & PT OF 5 UNKNOWN Owner . . . . . . . . . ZHANG, CHAO JIONG & Contractor PREMIER BUILDERS 979 695-7766 Application number 03-00001043 000 000 Description of Work COMMERCIAL, REMODEL/RENOVATION Construction type . . . NON-COMBUSTIBLE Occupancy type . . . . MERCANTILE Flood Zone Special conditions TEMPORARY CO FOR SPACE B ONLY PROVIDE STRIPPING IN PARKING LOT PER APPROVED PLANS PROVIDE LANDSCAPING AND DUMPSTER PAD/INCLOSURE PER APPROVED PLANS CO EXPIRES 8-1-03 Approved . . . . . . . Building Oftici VOID UNLESS SIGNED BY BUILDING OFFICIAL PREPARED 7/17/03, 12:19:47 INSPECTION TICKET PAGE 9 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 7/17/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 3206 LONGMIRE DR SUBDIV: PONDEROSA PLACE ##1 TENANT, NBR: BAYLISS LEASE SPACE B-D CONTRACTOR PREMIER BUILDERS PHONE (979) 695-7766 OWNER ZHANG, CHAO JIONG & PHONE PARCEL 509500-0021-0030 APPL NUMBER: 03-00001043 COMMERCIAL, REMODEL/RENOVATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/19/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 5/20/03 AP 05/19/2003 08:38 AM LLONG B O1 6/20/03 DS BLDG, FINAL TIME: 17:00 6/20/03 AP STONE TO SIGN. THIS IS FOR SPACE D ONLY SPACE D ONLY B125 02 7/17/03 BI! BLDG, FINAL TIME: 17:00 (� 7 07/17/2003 11:04 AM MRODGERS BUILDING C -------------------------Q"'-------- CONTINUED ONTO NEXT PAGE --------------- - --- r P� PREPARED 6/20/03, 10:02:03 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 6/20/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 3206 LONGMIRE DR SUBDIV: PONDEROSA PLACE ##1 TENANT, NBR: BAYLISS LEASE SPACE B-D CONTRACTOR PREMIER BUILDERS PHONE (979) 695-7766 OWNER ZHANG, CHAO JIONG & PHONE PARCEL 509500-0021-0030 APPL NUMBER: 03-00001043 COMMERCIAL, REMODEL/RENOVATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/19/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 5/20/03 AP 05/19/2003 08:38 AM LLONG B125 01 6/20 03 BI BLDG, FINAL TIME: 17:00 20 L,✓LC STONE TO SIGN. THIS IS FOR SPACE D ONLY -------------0---------------------- COMMENTS AND NOTES------------------------------- Linda Long - 3206 "D" Longmire Page 1 From: Steve Smith To: Katy Elmendorf; Linda Long; Susan Stanley Date: 6/20/03 1:48PM Subject: 3206 "D" Longmire Looks good for CO Limited Building Inspection Report for Asbestos -Containing Building Materials Vacant Lease Space 40�'3 3206 Longmire Drive V College Station, Texas 77845 Prepared for: Premier Builders Mr. Charles Taylor 1700 George Bush East, Suite 100 College Station, Texas 77840 PROJECT NO: AE03-69 Prepared by: Austin Environmental, Inc. P.O. Box 3725 Bryan, Texas 77805-3725 979-731-1225 March 31, 2003 AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 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 AUSTIN ENVIRONMENTAL, INC. P.O. Box 3725 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. 'k. 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 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%) 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 t' 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 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 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 W 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 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 design (specification) for asbestos abatement. Design and/or abatement air monitoring 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 you need any further asbestos related services, please don't hesitate to contact us at (979) 731-1225 or (979) 229-4385. Sincerely, 6,; II AUSTIN ENVIRONMENTAL, INC. 9��'00 -, P� *000 PAUL B. DEHLINGER Paul Dehlinger, R.S. y�,�105523 �; s Individual Asbestos Consultant License No. 10-5523 FS:1 ° S cot4 .., Asbestos Consultant Agency License No. 10-0313 AUSTIN ENVIRONMENTAL, INC. P.O. BOX 3725 BRYAN, TX 77805 (979) 731-1225 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-01A Ceiling Tile (Large Fissures), Reception Area Drop Ceiling None Detected - Ceiling Tile VB-0113 Ceiling Tile (Large Fissures), Restroom above Sink None Detected - Ceiling Tile VB-01C 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 V13-04C 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 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 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 4- 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 Backing VB-09C Linoleum, Restroom Hallway at Door Jamb None Detected - Sheet Flooring None Detected - Fiber Bacldng VB-10A Floor Tile, Foyer at South Office Area None Detected - Floor Tile None Detected - Yellow Mastic VB-1 OB Floor Tile, Foyer at South Office Area None Detected - Floor Tile None Detected - Yellow Mastic VB-IOC 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 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 (�" � / j,\ Lab Director: Steve Moody Approved Signatory: d ----------------------------------- Thank you for choosing Steve Moody Micro Services -------------------- --_____________ ;.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-01A Client Sample Description: Ceiling Tile (Large Fissures), Reception Area Drop Ceiling Layer 1 Ceiling Tile Stereoscopic Exam Color Texture _ _ Homogeni Light Grey � Fibrous YES PLM F.xaminafinn NVLAP Lab N Page 1 of 1 % Fibrous r/o Asbestosl% of Sar 80 1 ND I 100 Components % +/- Morphology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 45 ribbons high Mineral 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 A 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# : x3B-02088 Sample # : VB-01 B Client Sample Description: Ceiling Tile (Large Fissures), Restroom above Sink Page 1 of 1 Layer 1 Ceiling Tile Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Saz Light Grey Fibrous YES 80 ND 100 PT.M Framinatinn 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 2 Glass Foam 0 — —Prep/treatment mechanical separation — Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : VB-01 B 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# : x3B-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 Sat Light Grey Fibrous YES 80 ND 100 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le Sign of Elongation ellulose Fibers 45 ribbons high ineral Wool Fibers 35 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# : x3B-02088 Sample # : V13-01 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# : 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 PLM Examinatinn NVLAP Lab Page 1 of 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 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 PT.M Ruaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle I Sign of Elon ation Glue Binders 100 Non -fibrous Prep/treatments — — — — — — — — — — — — — — — — heat /melt Asbestos Content: None Detected — — — — — — — — — — — —J Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-02A 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-02B Client Sample Description: 12" x 12" White Floor Tile, Men's Restroom next to Sink Layer 1 Floor Tile Stereoscopic Exam Color Texture White � Hard PT M Fvaminatinn _ 02056 Page 1 of 1 YES I ND I ND I 98 Components % +/- Morphology Color / Pleochroism Parallel I Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite I 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 1. Yellow Rubbery YES MD__[..ND 1 2 PT.TVT Fvaminatinn Components % �+d Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction 7 Angle Sign of Elongation Glue Binders 1 100 1 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-02B 1 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# : x3B-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 I YES I ND I.. ND 1 98 PT.M Fxaminatinn Components % +/- Mo ology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elon ation Calcite / Vinyl Binders 100 Non -fibrous I high Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------ Layer 2 Yellow Mastic Stereoscopic Exam Color I Texture Homogeneous? % Fibrous % Asbestos % of Sample PLM F.xaminatinn Yellow I Rubbery YES I ND___I.. ND 1 2 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le Sign of Elongation Glue Binders lob Non -fibrous — —Prep/treatment heat / melt Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Sample # Lab Job# : X3B-02088 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# : x3B-02088 Sample # : VB-03A Client Sample Description: Cove Base & Mastic, Front Office Conference Room, East Wall Page 1 of 1 Layer 1 Cove Base Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sample Black Rubbery YES ID I ND 97 PT.M Framinatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction An le Sign of Elon ation alcite I 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 Sampl Cream Rubbery YES ND ND 3 PLM F.xaminatinn Components % +/- MO hology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le 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 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-03B Client Sample Description: Cove Base & Mastic, Women's Restroom by Sink Layer 1 Cove Base Stereoscopic Exam Color Texture Black Rubbery PT.M Fxaminntinn _ _-- Lab No. 102056 Page 1 of 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 100 Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------- Layer 2 Cream Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sampl Cream Rubbery YES 1 ND 3 PT.M F.xaminatinn 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# : 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.M Fxaminatinn 102056 Page 1 of 1 1 ageneous?% Fibrous % Asbestos % of Sa YES I ND 1 ND 1 97 Components % -100 +/- Mo!phology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Calcite / Vinyl Binders Non -fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected ---------------------------------------------- Layer 2 Cream Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample PT.M F.xaminatinn Cream Rubbery YES ND ND 3 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# : x3B-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-04A Client Sample Description: Yellow Thermal Insulation, above Restroom Drop Ceiling Layer 1 Thermal Insulation Stereoscopic Exam Color Texture Yellow Fibrous PLM Examination NVLAP Page 1 of 1 ogeneous?l % Fibrous I% Asbestosl% of Sai YES 1 100 1 ND 1 100 Color Parallel Perpendicular Extinction I Sign of Com onents % +/- Mo!phology Pleochroism Ref. Index Ref. Index I Biref Angle Elongation Mineral Wool Fibers 95 Rods 0 Resin Binders 5 Non -fibrous Prep/treatment mechanical separation Asbestos Content: None Detected - - - --------------------------------- Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : X36-02088 Sample # : VB-04A 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# : 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 PT.M F.xaminatinn Yellow Fibrous YES 1 100 1 ND 1 100 Com onents % +/- Mo holo Color / Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation ineral Wool Fibers 95 Rods 0 Resin 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 PLM Rxaminatinn NVLAP Lab Page 1 of 1 ogeneous?l % Fibrous I% Asbestosl% of Sat YES 1 100 1 ND 100 Color Parallel Perpendicular Extinction Sign of Components % +/- Morphology / Pleochroism Ref. Index Ref. Index Biref Angle Elon ation Mineral Wool Fibers 95 Rods p Resin 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 # : VB-04C 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-05A Client Sample Description: Drywall Texture, Front Office Lobby by Reception Area Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PLM F.xaminatinn Lab No. 1 Page 1 of 1 ogeneous?% Fibrous % Asbestos % of Sa YES 1 3 1 ND 1 85 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index IExtinction I Biref An le I Sign of Elon ation Cellulose Fibers 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 /o of Sampl PLM F.xaminatinn Tan Fibrous I YES 100 1 ND 1 10 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular I Ref. Index I Biref Extinction An le Sign of Elon at;— eilulose Fibers 100 ribbons I high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homo eneous? %Fibrous % Asbestos % of Sam PLM F.xaminatinn White Blocky IYES ND I ND 5 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular i Ref. Index Biref Extinction I An a Sign of I Elon ation 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-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# : x3B-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 PT.M Fxaminatinn NVLAP Lab No. Page 1 of 1 Fibrous % Asbestos % of Sa 3 1 ND 1 85 Com onents % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Reff, 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 Sample Tan Fibrous YES 1 100 1 ND 1 10 PT.M F.xaminatinn Components % -TOO-ribbons +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 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 PT.M Rxaminatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle I Sign of Elongation Calcite / Talc / Binders 100 Non -Fibrous — —Prep/treatment mechanical separation — Asbestos Content: None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-0 Lab No. Page 1 of 1 1 LWhite I Blocky I YES 1 3 1 ND 1 85 1 Com onents % +/- Mo holo Color / Pleochroism Parallel Reff, 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 Sample Tan Fibrous YES 100 ND 10 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref, Index Biref Extinction Angle I Sign of Elongation Cellulose Fibers iOO ribbons 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 10 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 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-06A Client Sample Description: Ceiling Tile (Small Fissures), Hallway by Middle Work Area Layer 1 Ceiling Tile Stereoscopic Exam Color Texture �F Light Grey Fibrous PI.M F.xaminatinn NVLAP Lab Page 1 of 1 ageneous'! % Fibrous % Asbestos % of Sar YES 1 80 1 ND 1 100 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 Perlite 20 Glass Foam p — —Prep/treatment mechanical separation — Asbestos Content: None Detected IL--------------------------------- Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # : VB-06A ^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# : x3B-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 Sample Light Grey. Fibrous I YES 1 80 1 ND I 100 PLM Examination Components % +/- Morphology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation ellulose Fibers 45 ribbons high Mineral Wool Fibers 35 Rods 0 Perlite __20 Glass Foam 0 Prep/treatment mechanical separation Asbestos Content: None Detected - - - --------------------------------- Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-02088 Sample # : VB-06B 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# : x3B-02088 Sample # : VB-06C Client Sample Description: Ceiling Tile (Small Fissures), Back Room by Exit Door Page 1 of 1 Layer I Ceiling Tile Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sar Light Grey Fibrous YES 80 ND 100 Pi.M Examination Color Parallel Perpendicular Extinction Sign of Components % +/- Mo holo / Pleochroism Ref. Index Ref. Index Biref Angle Elongation ellulose Fibers 45 ribbons high ineral Wool Fibers 35 Rods 0 Perlite 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-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# : x3B-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 F.xaminatinn NVLAP Lab Page 1 of 1 1 Dgeneous? % Fibrous % Asbestos% of Sa YES 1 3 1 ND 1 78 Com onents % +/- Morphology Color / Pleochroism Parallel Ref, Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers5 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 PLM Examination Tan Fibrous YES 1 100 1 ND 1 20 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 1-0-0 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos% of Sampl White Blocky YES ND ND 2 PLM Examination Com nents % +/- Morphology Color / Pleochmism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction A--1-le 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# : x313-02088 Sample # 'A 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 Fxaminafinn NVLAP Lab No. 102056 Page 1 of 1 ogeneous? % Fibrous % Asbestos % of Sa YES 1 3 1 ND 1 88 Color Parallel Perpendicular Extinction Sign of Components % +/- Morphology / Pleochroism Ref. Index Ref. Index Biref Angle 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 Sample PLM Examination Tan Fibrous I YES 1 100 1 ND 1 10 Components % +/- Mo hology Color Pleochroism Parallel Ref. Index Perpendicular Reff, Index Biref Extinction Angle Sign of Elongation ellulose Fibers 10 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam PLM Examination White Blocky I YES I ND I ND 1 2 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation alcite /Talc /Binders 10 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 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-07C Client Sample Description: Drywall Texture, Back Room by Exit Door Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PT.M F.xaminatinn 1020561 Page 1 of 1 1 ogeneous? % Fibrous % Asbestos % of Sa YES 1 3 1 ND 1 88 Com onents % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction Angle Sign of Elongation Glass Wool Fibers 3 -47 Rods 0 Gypsum / Binders Non -fibrous Prep/treatment : mechanical separation Asbestos Content: None Detected ------------------------------------------------- Layer 2 DW Paper Facing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample PI.M F.xaminatinn Tan Fibrous I YES 100 1 ND 1 10 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 Sampl PT.M F.xaminatinn White Blocky I YES I ND I ND 1 2 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 Sample # : VB-07C Lab Job# : x3B-02088 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-08A Client Sample Description: Floor Tile, Restroom by Door Jamb Layer 1 Floor Tile Stereoscopic Exam Color Texture Light Tan Hard PLM F.xaminatinn NVLAP Lab No. 10, Overall Asbestos Percent None Detected- Floor Tile Insufficient Mastic Page 1 of 1 1 :)g eneous'! % Fibrous % Asbestos % of Sal 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 high Prep/treatment heat / melt Asbestos Content: None Detected - - -------------------------------------- Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x313-02088 Sample # f -- 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 PTA4 F.xaminatinn No. 102056 Page 1 of 1 ogeneous-i % Fibrous % Asbestos % of Sa YES I ND ND 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 % c Sample PT,M F.xaminatinn Yellow Rubbery YES I ND I ND 1 2 Color Parallel Perpendicular Extinction Sign of Components % +/- Morphology / Pleochroism Ref. Index Ref. Index Biref An le Elon ation Glue Binders 100 Non -fibrous Prep/treatment — — — — — — — — — — — — — — — — heat I melt Asbestos Content: None Detected - - - Comments : 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 PT.M F.xaminatinn NVLAP Lab No. 102056 Page 1 of 1 Dgeneous7 %, Fibrous % Asbestos % of Sa YES ND F ND 98 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le I 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 PLM Examination Yellow Rubbery I YES I ND I ND I2 Color Parallel Perpendicular Extinction Sign of Components % +/- Mo holo / Pleochroism Ref. Index Ref. Index Biref Angle Elon Glue Binders 10 Non -fibrous gadon — —Prep/treatment heat / melt Asbestos Content: None Detected IL-------------------------------------- Comments : Analyst : Casey Martin Date Analyzed: 03/25/2003 Lab Job# : x3B-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# : x313-02088 Sample # : VB-09A Client Sample Description: Linoleum, Restroom Hallway at Door Jamb Layer 1 Sheet Flooring Stereoscopic Exam ColorI Texture Multi -colored I Tough PLM Examination No. 102056 Page 1 of 1 1 ogeneous?l % Fibrous I% Asbestosl% 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 S i PLM Examinatinn 0 o amp Light Grey Fibrous YES 1 60 1 ND 1 50 Components % +/- —Mo!phology Color Pleochroism Parallel Ref. Index Perpendicular I Ref. Index Biref Extinction Angle Sign of Elongation Cellulose Fibers 60 ribbons high Glass Wool Fibers 5 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# : 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 NVLAP Lab No. 102056 Client : Austin Environmental, Inc. Project : Premier Builders, Vacant Lease Space Project # : AE03-69 Lab Job# : x3B-02088 Sample # : VB-09B Client Sample Description: Linoleum, Restroom Hallway at Door Jamb Page 1 of 1 Layer 1 Sheet Flooring Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos % of Sample Multi -colored Tough YES ND ND 50 PT.M F.xaminatinn Components % +/- Mo holo Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index i Biref Extinction Angle Sign of Elon ation ynthetic Foam 7 Closed Cells Vinyl Binders 1 .30 1 Non -fibrous Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------- Layer 2 Fiber Backing Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos /o of Sarr Light Grey Fibrous YES 60 ND 50 PLM Examination Com onents % +/- Mo holo 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# : x3B-02088 Sample # : 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# : x3B-02088 Sample # : VB-09C Client Sample Description: Linoleum, Restroom Hallway at Door Jamb Page 1 of 1 Layer 1 Sheet Flooring Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample Multi -colored Tough YES ND ND 50 PL.M F.xaminatinn Color Parallel Perpendicular Extinction Sign of Components % +/- Mo hology / Pleochroism Ref. Index Ref. Index Biref Angle 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 Color Parallel Perpendiculaz Extinction Sign of Components % +/- Morphology / Pleochroism Ref. Index Ref, Index Biref Angle Elongation ellulose Fibers 60 ribbons high lass Wool Fibers 5 Rods 0 alcite /Binders 35 Non -fibrous high Prep/treatment mechanical seperation Asbestos Content: None Detected - - - --------------------------------- Comments : Analyst: Casey Martin Date Analyzed : 03/25/2003 Lab Job# : x313-02088 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 F.xaminatinn No. 102056 1 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 /o of Sample Yellow Rubbery I YES I ND I ND 5 PT.M Framinatinn Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref, Index Biref Extinction An le Sign of Elon of 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 # : V13-10A 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# : x3B-02088 Sample # : VB-10B Client Sample Description: Floor Tile, Foyer at South Office Area Page 1 of 1 Layer 1 Floor Tile Stereoscopic Exam PLM F.xaminatinn Color Texture Homogeneous? % Fibrous % Asbestos % of Sampl Grey Hard I YES I ND I ND 1 95 Components % +/- Mo!phology Color Pleochroism Parallel Reff, Index Perpendicular Ref. Index Biref Extinction Angle i 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 Sam PLM Examination Yellow Rubbery YES ND ND 5 Components % +/- MoiPhology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le Sign of Elon ation Glue Binders 10 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 7 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 PT.M F.xaminatinn No. 1020561 Page 1 of 1 YES I ND I ND I 95 Color Parallel Perpendicular Extinction Sign of Components % +/- Mo!phology Pleochroism Ref. Index Ref. Index Biref Angle Elongation Calcite / Vinyl Binders 1-0 Non-fibrous high Prep/treatment : heat / melt Asbestos Content: None Detected ------------------------------------------------- Layer 2 Yellow Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sam PLM Examination Yellow RubberyI YES I ND ND 1 5 Color Parallel Perpendicular Extinction Sign of Components % +/- Mo holo / Pleochroism Ref. Index Ref. Index Biref An le Elon anon lue Binders 10 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 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-11A Client Sample Description: Drywall Texture, South Office Area by Entrance Layer 1 Drywall Material Stereoscopic Exam Color Texture Homogen( White Blocky YES PLMF.xaminatinn NVLAP Lab No. 1 Page 1 of 1 Fibrous % Asbestos % of Sa 3 1 ND 1 75 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le 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 omogeneous? %Fibrous % Asbestos % of Sample PLM Examination Tan Fibrous YES 100 ND 10 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le I Sign of Elon ation 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 YES ND ND 15 PLM F.xaminatinn Components % +/- —Morphology Color / Pleochroism Parallel Reff, 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# : X36-02088 Sample # : VB-11A -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-11 B Client Sample Description: Drywall Texture, Mezzanine Office Area Layer 1 Drywall Material Stereoscopic Exam Color Texture White Blocky PT.M Framinatinn NVLAP Lab Page 1 of 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 Elon ation 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 Sample Tan Fibrous YES 100 ND 5 PT.M Fuaminatinn 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 % Asbestos % of Sam PT.M Rraminatinn White Blocky YES 1ND ND 10 Components % +/- Mo holo 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 # : VB-11 B -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-11C Client Sample Description: Drywall Texture, Reception Area under Window Layer 1 Drywall Material Stereoscopic Exam Color Texture Homogeneous? % Fib PT.M Fxaminatinn White Blocky YES 1 2 NVLAP Lab No. Page 1 of 1 1 ND 1 85 Components % +/- Morphology Color / Pleochroism Parallel Reff, Index Perpendicular Reff, 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 PT.M F.xaminatinn Tan Fibrous I YES 1 100 ND 5 Components % +/- Mo holo Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le Sign of Elon ation Cellulose Fibers 104 1 ribbons high Prep/treatment : mechanical seperation Asbestos Content: None Detected ------------------------------------------------ Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous %Asbestos % of Sarr PT.11iT Rxaminatinn White Blocky YES i ND ND 10 Com onents % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le Sign of Elon ation 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-11 C 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# : x3B-02088 Sample # : VB-12A Client Sample Description: Drywall Texture, Office Area by Door Jamb Page 1 of 1 Layer 1 Drywall Material Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample PLM Examination White Blocky YES 1 3 1 ND 80 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular I Ref. Index Biref Extinction I 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 Samp Pi.M Rxaminatinn le Tan Fibrous YES 100 ND 15 Components % +/- Mo!phology Color Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le I Sign of Elongation Cellulose Fibers 100 ribbons high Prep/treatment : mechanical separation Asbestos Content: None Detected --------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? %Fibrous %Asbestos /o of Sample White Blocky YES ND ND 5 PLM Examination Components % +/- Morphology Color / Pleochroism Parallel I Ref. Index Perpendicular Ref. Index I Biref Extinction An le Sign of Elon ation alcite / 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-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 Examination 1201IM Pagel of 1 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 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 Examination Components % +/- Morphology Color / Pleochroism Parallel Ref. Index Perpendicular Ref. Index Biref Extinction An le 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 Sampl PLM Examination White Blocky YES I ND I ND 1 5 Components % +/- Mo!phology 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 r/1 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 I Drywall Material Stereoscopic Exam Color _ _ Texture White Blocky PT.M Fxaminatinn NVLAP Lab No. 1 Page 1 of 1 1 :)geneous? % Fibrous % Asbestos % of Sa YES 1 3 1 ND 1 70 Com onents % +/- Mo holo Color / Pleochroism Parallel 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 PLM Fxaminatinn Texture Homogeneous? % Fibrous % Asbestos % of Sample Tan Fibrous YES 1 100 1 ND 25 Components % +/- Morphology Color /Pleochroism Parallel Ref. Index Perpendicular Ref. Index BirefElon �Extinctiion Sign of ation Cellulose Fibers 100 ribbons high Prep/treatment : mechanical separation Asbestos Content: None Detected ------------------------------------------------- Layer 3 Texture Stereoscopic Exam Color Texture Homogeneous? % Fibrous %Asbestos % of San PT.M Fxaminatinn White Blocky YES I ND I ND 1 5 Components % +/- Mo!phology 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# : x3B-02088 Sample # : VB-12C ° 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 PLM F.xaminatinn l►Ufi7 Page 1 of 1 1 ogeneous'! % Fibrous % Asbestos % of Sa YES I ND I ND 1 99 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 Clear Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of Sample PLM Examination Clear Sticky I YES I ND I ND 1 Components % +/- Morphology Color / Pleochroism Parallel Ref. Index IPerpendicular I Ref. Index Biref Extinction I Angle 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# : x3B-02088 Sample # 11 . ''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-13B Client Sample Description: Floor Tile, Men's Restroom by Door Jamb Layer I Floor Tile Stereoscopic Exam Color Texture White Hard Pi.M F.xaminatinn Lab No. 102056 Page 1 of 1 1 ageneous?l % Fibrous I% Asbestosl% of Sa YES ND I ND 1 99 Com onents % +/- Morphology Color / Pleochroism Parallel Ref. Index I 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 Clear Mastic Stereoscopic Exam Color Texture Homogeneous? % Fibrous % Asbestos % of S PLM Examination ample Clear Sticky YES ND ND 1 Components % +/- Mo!phology 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-1 R 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 L White Hard PLM Fxaminatinn Lab No. 1 Page 1 of 1 1 ogeneous?l % Fibrous I% Asbestos% of Sa YES I ND I ND 1 99 Color Parallel Perpendicular Extinction Sign of Components % +/- Morphology / Pleochroism Ref. Index Ref. Index Biref An le Elongation 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 /o of Sampl PT.M Fxaminatinn Clear Sticky I YES I ND I ND I1 Color Parallel Perpendicular Extinction Sign of Components °/u i/ Mornbolocry / Pleochroism Ref. Index Ref. Index Biref An le Elon ation lue Binders 10 Non -fibrous Prep/treatment heat / melt Asbestos Content: None Detected - - -------------------------------------- Comments: Analyst : Casey Martin Date Analyzed: 03/25/2003 Sample # Lab Job# : x3B-02088 Asbestos Chain of Custodv SMMS Lab Job n E3ulk PLM (Please riot legibly) bib Use Lab Job N Air PC'M Page of _15- On/v Lab Job tl TE:M Your Name : PCt L, Ci tier Company Name:�j' i r, �h iVi r C7 fy, twT� / hG. Client/Project Name: T+'��•+ i �r Lai its eq $ ce Project No. �Le'.3 (� 9 P.O. No: Date Sampled:. z Sampled by: 'H 1— Turnaround Requested : Contact Information: Rush Name: P" e.,- / / — Telephone (phone no.) rural _'� mail: (address) oL�lls,G�o�•- 44. Gp,� _ 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. Initials: Date: Steve Moodv Micro Services. Inc - /5/0 Randoloh. Suite 602 - CarrnMian. Texas 75006 - 197I7446-9481 - FAX (977 446-9870 - NVI.AP Lahti 102056 - 1Y)1l Lirensell 30-0084 IAshe.woc ( (7( v�•, /' // Asbestos Chain of Custody SMMS Lab Job n00 bulk PLM (Please print legibly) Lah Use Lab Job It Air 11CM Page 2 of IS" OnlY Lab Job it 'I'EM Your Name: -PC is Company Name: � h E Ll i t'C0! a. G % ={moo✓:. Client/Project Name:PrE/ti,i&s' A°� -� g �� Project No. 4fL03— 6C7 P.O. No: Date Sampled: �' Z��G� Sampled by: Turnaround Requested : Contact Information: Rush Name: _ ?,eces / _ Telephone (phone no.) t pl frmal ='E-mail: (address) — Fax: (fax no.) Positive stop: _ YesNo x Hard copy: (address) •" Please note a Dandling fee may be applied to submittals with uncontained or improperly packaged samples. Sample No. Sample Description Air Volume Field Notes VE'a74 :2:-k-c4/t-liv, - 4Lrr&e gar4rect... dr-0 -- EgA N13-OSW V 13-0LA D , vv4// 6 r'FJ L f^ b F Fl L Ira;, ei 1 / - Av r /'y� tti')G"G 3 ®H 1 r oo n... �> 0r rvvtes Initials: Date: Steve Moodv Micro Services. In 1510 Randolph. Sure 602 . Carrullnm. Tesn.v 75006 - /9771446-948 2. 1-'14X 1V72 446-9871) IV Vt. .4t' l.nhn 11)2056 - 7.1)11 licensed 30-0084 IA.vhesto�, ( 0( 1 Asbestos Chain of Custodv SMMS Lab Job H t3ulk PLM (Please riot legibly) Lab Use Lab Job # Air PCM Page _ of -5- onh' Lab Job H TEM Your Name :_T G% Lc nS•er Company Name: Lc S 4-i •+ rt �; e'L°2/� .i= �� *G Client/Project Name:' lrr.' 4trProject No. E403_ ( P.O. No: Date Sampled: 31Z a—:? Sampled by:�t,:�� Turnaround Requested : Contact Information: Rusb Name: Prr e,- / _ Telephone (phone no.) — ormal 'E-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 `ff V$-o,SA Flov tr Re Mg-02 Dr Vt -01 t u8-014- ►-� rvotes: Initials: Date: Steve Moodv Micro Services. Inc. - 1510 Rancloloh. Suite 602 - Carrollton. Texas 75006 - /9721446-9482 - FAX t972 446-9870 - NVL.4P Lab# 102056 - TIM License# 30-0084 /Ashesvos COC ver 1. l/ ,Ybeslos Chain OL Casl dy SMMS Lab Job 0 Bulk I'LM (Please print legibly) L(th Use Lab Job N Air PCM Page --q— of Jr OnlY Lab Job t/ I E;M Your Name : PQ Company Name: Abcs�- p ' / G. Client/Project Name: Prev";de?,`/xe ve%•G�GLr' l� _ Project No. _4 s-7-o3- P.O. No: Date Sampled: -31ZV c Sampled by: P D,:..cer Turnaround Requested : Contact Information: Rush Name: _ Telephone (phone no.) rmalaik (address) _Fax: (fax no.) Positive stop: _Yes -t- No x Hard copy: (address) ••• Please note a handling fee may be applied to submittals with uncontalned or improperly packaged samples. Sample No. Sample Description Air Volume Field Notes vB-&BOA ;l8-- 14:o -er � 7L C56U C-e- afew VE-/C)c W V6 vs-/z4 V&-/zc- tvotes: Initials: Datc: Steve Moodv Micro Services. /nc - /J/0 Rando/nh. Suite 602, ('a,d1mn. Trans 7J006 " 077)446-9482 I"'AX (V77 446-9870 _ NV/..4P Lahr 102056 - TIM I.icensed 30-0084 /Ashe.vtm ( 0( vcr ! // Asbestos Chain of "stodv (Please print legibly) Page S of 5 Your Name :Q Gc sums Lab Job it k3ulk I'LM Lab Use Lab Job H Air PC'M on/l, Lab Job ff 'I'EM Company Name: IfOS;Pt I t i rOIN lug tom. Client/Project Name: .� 44 / rs Ci ate. ,L e¢ project No. A FO3- 61 P.O. No: Date Sampled: Z .3 Sampled by: �ex Turnaround Requested : Contact Infoorrmation: Rush Name: /' Ge I'c. _ Telephone (phone no.) ' rvo�al '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 - 13A F/040 �l% - Pe,4r�eh, WmAke..,' � Q�� r � ye-13 -- 1-7eks 2t'dp 'AaY 172P S7` oar eE Notes: Initials: Date: Sieve Moodv Micro ,Services. Inc. - 1510 Randoloh. Suue 602 - Carrollton. Terns 75006 - (972)446-9482 - I AX (972 446-9870 NVI.AP L ahii 102056 - TIM l.icenselt 30-0084 /Ashesvoc COO ter l 11 ... ... ............ .. EMERGENCY ESCAPE ROUTES = FIRE EXTINGUISHER �kA • YOU ARE HERE 1/lfl�IAA PA11I_ DLHLI-N.GVk '�urrlh�r 1115523 I.I��II��d �Iti ,rrl Incli� i(Iual A�I��,titu� COnsultani Will 02/U2/2oo3 T(I 02/01 /2004 . ' '�1.�L�., i1•C r J rd� h IV '1.1) ..11'.Pl !I.. w C01111,01 \O ww)i Standard Abbreviations Index of Drawings CC OVER PROJECT INFORMATION ACOU5 AFF ALUM BLDG. G.O. CMU COL. GONG. CONT. CWNTR. D V BD L NT5 D.G. O.D. PART PB PLUMB PLYWD PROP PVC RD i REGP RE INF RPM RTU 5CHED SHT SIM SN 55TD ST 5TOR SURV SY5. TAS TEMP THK T4 B TYP VERT VTR W W/ WD W ruNF AIR CONDITIONING ACOUSTICAL TEXAS AC MSIBLW STANDARDS ADJUSTABLE ABOVE FINISH FLOOR ( SLAB) TAS PETALS ALUMINUM LANDSCAPE AMPERES AuwL IARY Tl LANSGAPE PLAN BOTTOM CIVL BUILDING GLEAN OUT G1 SITE PLAN CONTROL JOINT ARCHITECTURAL CONDUIT CLEAR Al DIMENSIONED FLOOR PLAN CONCRETE MA50NRY UNIT A2 FINISH PLAN 4 SCHEDULE CONCRETE AS REFLECTED CEILIN6 PLAN CONTINUOUS A4 ELEVATION COACT WATEERR MECHANICAL, ELEGTRI AL 4 PLUMBING DEPTH DETAIL Mi MECHANICAL PLAN Pl PLUMBM6 PLANS 4 FIXTURE SCHEDULE El ELEGTRIdAI. POWER PLAN DRAWING EXHAUST FAN E2 ELECTRICAL LIGHTING PLAN ANJOINT E�VATION SPECIFICATIONS ELEVATION ELECTRICAL SPi SPECIFICATIONS EMERGENCY SP2 SPECIFICATIONS EQUAL EQUIPMENT SP5 SPECIFICATIONS EXTERIOR SP4 SPECIFICATIONS F FLLOOROOR DRAIN RA 9 5 SPECIFICATIONS FL5H 1 SP& SPECIFICATIONS FULL LOAD AMPS SP1 SPECIFICATIONS FLUORESCENT SP8 SPECIFICATIONS M r V110 FIBER6LAS5 REINFORCED PLASTID S" SPECIFICATIONS CONTRACTOR T INTERRUPTER LATION, 4 A/C SQUARE FOOT A SQU RE INCH CHLORIDE PER MINUTE SCHEDULE CH EDULED SIMILAR SWITCHED NEUTRAL 5PECIFIED ; SPECIFICATIONS 5TANDARD STEEL STORAGE SURVEILLANCE 5Y5TEM TEXAS ACCESSIBILITY STANDARD TEMPERED THICK TOP 4 130TTOM TYPICAL VERTICAL VENT THROUGH ROOF WIDTH WITH WOOD WATER RE515TANT WELD WIRE FABRIC f' ?OJECT= SPADE (Intorior Flnish Out ri/Now Facado) OiyNER: Fredft Itss 190'5 Weft 1(illa Marta Bryan, Texas ?'1803 DE516Ns �� 90!58 CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS P NO ES PLANSISHEETS BY ;eo --- DATE � 05�u-- CITY OF COLLEGE STATION Building Inspection (Department Received Reviewed 1. ti-• _ 4.:~.'„N .:� ::':�?�i� .r�� <i .i, c.�r*ran �•i�`:� i'i•, PRIM TEDI !'L- uAllr. > " I F DOOR 45 LATCH 8 -OSER FRONT APPROACH ..........................., .............................................................. 4' b" i >m • O 3'-b" ........... 5'-0" ' IF DOOR HAS rATCH d CLOSER 7 2'-O" 4'-b" IF DOOR HAS i `r LATCH d CLOSER iIF DOOR HAS ;LATCH 8 CLOSER 0 TYP. MIN. DOOR APPROACH CLEARANCES OPTIONAL STACKED LETTERS REST ROOM 516NA&E LOCATION O i 2'-b" SHELF NOT TO EXTEND BEYOND FACE OF PHONE ELEVATION OF PHONE SANK TYP. MIN. CLEAR FLOOR SPACE NOTE: DOOR CAN NOT SWING INTO ANY CLEAR FLOOR SPACE. 1m TYP. RESTROOM DIMENSIONS NOTE: WHEN "X" IS < 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". FORWARD REACH LIMITS FORWARD REACH LIMITS 11 NOTE:ALL EQUIPMENT, RECEPTACLES, SWITCHES, H THERMOSTATS, AND DEVICES ALON6 THE ACCESSIBLE ROUTE SHALL CONFORM TO TAS SECT 1 ON 4.21.5 d 4.21.4 A ADD 3(b" IF THERE IS STALL DOOR AND IT SWIN65 IN 56" WALL MOUNT MIN. 59" FL. MOUNT MIN. 54" MIN. Q z IQI a' NOTE: 1) GRAB BARS TO WITHSTAND 250 POUNDS / LIN. FT. 2) EXPOSED LAVATORY DRAIN 6 SUPPLY LINES TO BE INSULATED. 3) THERE IS TO BE NO SHARP OR ABRASIVE SURFACES UNDERNEATH LAVATORIES. �Trl I DWA X P-4 A ■Q` .V.nnI V V■ W �V Q TAS LEGAL DESCRIPTION 1.15 ACRE TRACT LOT 3 AND PORTION LOT 5, BLOCK 21 PONDERRDSA PLACE ZONED •U I • ONNER J. Frank Bayliss 1305 W. V I I I a Marla Md. Bryon. TX T1641 (9l9) 119-9315 (hone (9l9) 7111-0561 Fax PRO-E(T ANALYSIS TOTAL LAND AREA 44,223 50. FT. RETAIL 1 3, 265 S.F. RETA] 3,bO4 S.F. MHOLESALE 1 2, 463 S.F. NNOLESALE 2 3,092 S.F. NHOLESALE 3 2,91E S.F. 6,493 60. FT. 6,894 60. FT. TOTAL BUILDING AREA PARKING RECURRED 15,3a1 S0. FT. RETAIL SALES I PARKINS SPACE/250 S.F. TOTAL RETAIL AREA- 6,8g4 SF/ 250 SF - 28 PARKING SPACES NHOLESALE I PARKINS SPACE/1000 S.F. TOTAL NHOLESALE AREA- 6,493 SP/ I0005F - 9 PARKING SPACES TOTAL REOUIRW PARKING 37 PARKIN6 SPACES PROVIDED PARK]N6 HANDICAP PARKIN6 2 SPACES CUSTOMER / EMPLOYEE 36 SPACES TOTAL PARKIN& PROVIDED CITIES 98 SPACES UTI LOAD DEMA>ID FOR 2 RETAIL 14 R4u MAYER F eP✓F4 45 6AL/MIN 1RR16ATION 50 6AL/MIN SANITARY Sr4M 400 6AL/MIN ELECTRICAL 2OW, 3PH. 400AMP. 6A5 600,000 BTU 0 3.5 N.C.I.ON DEMAND THIS PROPERTY 15 NOT IN THE 100 YEAR FLOOD PLAIN AGCORDIN6 TO FEMA MAP # 48041C01826 EFFECTIVE DATE -ULY 2, 1992. SECT, • I SECT I ON 1 I . LANDSCAP I N6 11.2 LANDSCAPE REQUIREMENTS 11.2 A 90 PTS. /1,000 S.P. 01• SITE AREA (49,223 8P ). MEN TRE® 11.2 B CANOPY TREES II.5'<2'O OTS PTS. EA. CANOPY TREES >2.I' <3.4"0 0150 PTS. EA. CANOPY TREES >9.5•V 03W PTS, EA. EX)5TIN6 TREES CANOPY TRIMS >4'<8.0 0200 PTS. EA. CANOPY TREES >6 0 69W PTS. EA. 1 1 .3 i STREETSCAPE QPe')H T RFMFNTl SECT.0 SECTION q. PARKIN6 REOUIREMENTS 9 . 2 • A. 6 END I SLANDS REQU I RED PROV I DED 150 S.F. ISLAND AT END OF EVERY RON OF 6 O ISO 5.F.= 1,422 S.F. OF PARKING, BOTH INTERIOR I PERIPHERAL. 1,080 S.F. END ISLANDS. EXCESSIVE S.F. = 342 S.F. q.2.A.1 INTERIOR ISLANDS FOR EVERY 15 INTERIOR PARKING SPACES A MIN. 31 SPACES/ 15 1 INTERIOR OF 180 S.F. 15LANP SOMEWHERE IN ThE SPACES- 3XI80 ISLAND o 261 INTERIOR R9045. S.F.= 540 S.F. S.F. + 342 S.F. END ISLANDS THAT EXCEED THE MIN. S.F. MAY OF EXCESSIVE APPLY TOWARDS THE INTERIOR ISLAND END ISLAND S.F. REWIREMENT5. = 603 S.F. 1.4TT 1 1. 3 B I REQUIRED FOR STRMETSCAPE. 1/52 L.P. PRONTAW ( 206'). 1 TREES PARKIN& AREAS • 120, /5' O.C.(SECT.8.I6.A.4) • 40 SHRUBS FOR SCQEENIN6 AT PARKIN6 AREAS SETNEEN BLO6. 1 R.O,N. 11,3 6 SOO PTS./ 'SO L.F. OF STREET FROM me ( 206 L.F. ) MINUS 912 OR] "ES .516HT CLEARANCE TRIN6ALES / TRAFFIC CONTROL, AREAS (54' OF DRIVES) . 152 L.R./30. 3.04x300. TOTAL LANDSCAPE REQUIREMENTS MIN. OF T TREES / 40 SHRUBS 2, 389 259 S.F. 229 S.F. END ISLAND END ISLAND AREA AREA UGE le- &6D PROPOSED STREETSCAPEI �_ t F O- cANOFr T7®! ;o snI® oAK . 900 POINTS 2. I •O OI60 FTC. G1. N JI(( � 214 S.F. END ISLAND III J1 1'� AREA (ULMDD CRAGSIFOLIN 1 ! G%I6T]NO C.NIOFY 71�! 1 j >e•a400 rn. eA. = 90D PO]NT5 >I I x SOD MYNTLA i x bOH&SS SCAMI" * O' O. C. MAX. ®b ! OAL. 012! .10 FTO.EA, 660 POINTS (RAPHIOL9HS INDICA) ' - IE R PROPOSED STREETSCAPE = 2,430 TOTAL LANDSGAPE POINTS PROPOSED 2,430 MOfI, IMIMTIM TO W O idHIP!Y a IFIW LANp001VT OmlNeO I AFFAD4`D 9Y TM! CITY M COAAW VAT]1 IMIMTIM MLK Plat MWICe MILL a IMTALLm 4 TFJ w I MM,, FaWV4WW TO TIE CITY M GaJPee STATI -ON. EXISTIN6 I€P R TOTAL 15,38-1 S.F. 184 S.F. END ISLAND AREA a 3 EXISTING TREm- ISOD 1010' CALIPER / 20 WHOLESALE I 2,483 S.F. I 151 ❑ ❑ ❑ p 5UITE "B" RETAIL 2 9,609 S.F. 0 O SOD I I 'stwiAEEli A" RETAIL 1 3,285 S.F. 26 P. SOD INTERIOR ISLAND u O SOD SUITE 'C' WHOLESALE 2 3,092 S.F. SUITE O' HHOLE54LE 3 V 266 S.F. AREAISL —AND -\,,,_ R IEr wo 90D 269 s.P. END ISLAND RED a4: AREA -O' 5 24' LANDSCAPE i+E9P.ME 33 DMARF wa MYRTLE 916 9, F. /Zi Q ' b.P. -e-LANDSCAPE IEIIT CU ^� V O O J - 39 DRARF MAX MYRTLE P//V T� 6" WIDE RED STRIP F11E LANE TOW AW ruxMW 5" H16H LE11TTEER,,INN6 INIPA CETI 1 050 1.50 4 R e e e N ' TOTAL 15,551 S.F. iv d' I �D O 4 1 u SUITE 'A• m NiOLESALE I PIETAIL I 'A.S. PARKIN* SPACE'S i AGGESS LANE 2,4E8 S.F. 9,2E5 S.R. 7-O�" 4' -1 01" SUITE 'B• O' ITAIL 2 e e e e tQ0. SUITE If. 1414M.05ALE 2 5.OR2 S.F. SUITE •D• ■HO PSA w S 2,410 S.F. J51 I LAR TO TAS (ADA) RA AT BUI DIN6FRONT OF e e e 25'-01' PROPOWD 51TM PLAN SCALE. 1 "=40' NOTE. pito SIONS TO BACK OF CURB UNLESS OTHERWISE NoTep. —e w EXIST.WATER 5ERVIGE 0 L ry' I m t8'-6" 24'-0" TYP. 0 5 4 15T. FIR!E HYDRANT #4 x REBAR MAX. 2" BELOW TOP OF CURB TIE TO PA CANT. #, TYP. MONOLITHIC, CONCRETE CURS ' o ON �'��•, I SEALED CANTRAGTION JOINT - 3/4" DOWEL 3" a 14" O.G.N. LL H HIS W 5/4" REDWOOD w/ "SMP" >1{" REMOVAB EXPANSION JOINT GAP STRIP. �" Q 2'-0• EXPAN51ON SLIPTUBE O 1 ti pa V TYP. EXPANSION JOINT — MAX 60' O.C.E.W. SEALED CONTRACTION JOINT �r► Z - EXI5TIN6 3/4" WAT -"— METER " l.. L P//Vo n /'/V METAL KEY WAY USE MET. 97AKES ONLY. BUTT JOINT Q 3' 3' H XIST. 8" 5AN. ` SEWER TYP. CONTROL JOINT — MAX 20' O.G. E.W. IST. 6" WATER " GONG. = GONGRETE AT 3,500 P.5.1. w 5 BARS a 16' O.G.E.W. —� 6" GONG. = CONCRETE AT 3.500 P.5.1. w/ #4 BAR5 a 1b" 0.6 E.H. 1E 135 J 132 WATER 13 I COOLER 131 130 z s' 133 APPLY NONABSORBENT NALL FINISH 24" BEYOND EDGE OF W/G (AS SHOM) FLOOR TO 4b" A.F.F. MET. FOR WALL 10INISH ® RAM. MANr i i r . r •i i r i i i i i i r iEl i i i i i i 4 i %C C :C c i i i 12T WATCR COOLER S� ' 105 ROOM FLOOR BASE .' IM WALLS A�F , Wu FINISH SCHEDULE g ° W Z J QLLI fi7 N W < ~ zQ W z 'IapJ (jJ W V QO i w O O }A IL F— N q O O m p OJ N< x z X Q j m W Z V < J H Q} J X Q LL tLJ Z x < � �- x z~ <x 0 " NO. NAME N a O a Q u�1 Q w 101 WAITING ROOM • • • • • 102 NAXIN& • • • • • 103 MAKE-UP • • • • • 104 RESTROOM • • • • • 105 SPA • • • • • 106 NAIL 4 PEDICURE • • • • • 10'1 MASSAGE • • • • • 108 LUNCH • • • • • 109 KITCHEN • • • • • 110 TANNIN& • • • • • III STORA&E • • • • • 112 MASSA&E • • • • • 113 MASSAGE • • • • • 114 FACIAL • • • • • 115 STEAM 4 SHOWER • • • • • 116 TAMMY • • • • • III STYLIST • • • • • 116 STYLIST • • • • • 1101 57YLIST • • • • • 120 5TYL15T • • • • • 121 LAUNDRY • • • • 1 • 122 LOOKER • • • • • 125 STYLIST • • • • • 124 STYLIST • • • • • 125 HAIR WASHIN& • • • • • 121b REST RM. • • • • • 121 STYLIST • • • • • 126 ELECTRICAL • • • • • 1211 RESTROOM • • • • • 150 KITCHEN • • • • • 151 OFFICE • • • • • 132 OPEN • • • • • 133 PLAYROOM • • • • • 154 570RA&E • • • • • 135 OFFICE • • • • • 136 WAREHOUSE • • • • • I3-7 WAREHOUSE • • • • • met, '" to 1 0 U `IL FINISH PLAN 5GALE:3/1&"=1'-O' -col u a a o o 'o0 �o� 0 o a a a u a�u a u o 0 u 0 o A o e NO o 77 s > e 77 e El o v ® I , �O e o e ® NOTE: e THE INTENT OF THE ARCHITECTURAL REFLECTED GEILIN6 PLAN 15 TO SHOW KEY REI AT I ON5H I P5 BETHEEN WALLS AND CEILIN65 AND LOCATION OF KEY J I A/C 6RILL TO BE REMOVED, 3 A/C 6RILLS TO BE RELOCATED; 3 LI&HT5 TO BE RELOCATED (24• MAX.) a 3 MECHANICAL AND ELECTRICAL FIXTURES. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. FOR COMPLETE MECHANICAL d ELECTRICAL INFORMATION LI6HTS (2x4 LAY -IN) TO BE RECLAMED FROM AREAS OF DEnoLISION AND To BE RELOCATED IN THIS AREA. — ® o REFER TO APPROPRIATE DRAWIN65. IN THE EVENT OF CONFLIGTIN6 INFORMATION, NOTIFY THE DE5I6NER AND .A v� o REOUE5T CLARIFICATION BEFORE PROGEEDIN6 WITH THE WORK. JJ e �J — Z z ® J ® ® ® ® ® NJ 'I'll A VI I MCI ® ® _ J ROBLLGTM CA! ILIN6 PLAN 5GALE:3/32"=l'-O• A3 .L KI THREADED CAP WITH 1/4"0 HOLE DRILLED IN T COIL 04 ts r' SLOPE TO DRAIN THREADED 0 1 CAP • 4' MIN. DRAIN PAN rl 4* MIN.- 0 0 � u CONDEN51N6 UNIT AT BACK OF BUILDING LINE SIZE I' VIA. re ROUTE AS INDICATED UNION IK:71 ILJ 1= El T_� ON DRAWINGS. DEEP SEAL P-TRAP COIL P-TRAP DETAIL ow vmw DRY REFPJ& OVER FLOW DRAIN iA TO MOP SINK TYP. EXISTINdD4 TO REMAIN SMOKE DETECTOR BY MECHANICAL CONTRACTOR K_'7;q 'rYP. ALL UNITS > ............ NJ c) MECHAN I CAL EQU I PMENT SCHEDULE A 0 I A/C GRILL TO BE REMOVED, 3 A/C 6RILLS TO BE RELOCATED; 3 L16HTS TO BE RELCY-ATED (24' MAX.) 4 3 LIGHTS (2x4 LAY -IN) TO BE RECLAMED FROM AREAS OF I= MARK DESCRIPTION PEMOLISION AND TO BE RELOCATED IN THIS AREA. COIL CARRIER SPLIT SYSTEM 5 TON UNIT EF-4 EF- 1, 2. 5 6RAN6ER # 4YC64 -120V DAYTON 320 CFM FREE A I R 9-4 a j VENTILATOR m/ ADJUSTABLE CURB. (Rr--.TRM. FANS EF-5 HIRED TO L16HT SHITCH) A IEP-4 GRANGER * 4YC69 -120V DAYTON 1940 CFM FREE AIR VENTILATOR (FAN HIRED TO L16HT SWITCH) NOTE, 1) ]-THERMOSTAT SENSOR (LOCATED IN RETURN wl AIR) PER UNIT - HONEYNELL, T-1500 AI005 w/ SUBBASE 0 '1!300 5 100b HITH REMOTE SENSOR T-1022AI010. EF-4 2) HEATING AND COOLIN6 CONTRACTOR TO PROVIDE A HEAT/LOSS CALCULATION AND VERIFY 51ZF OF ALL SPECIFIED UNITS. E -1 1111111111111111111 ....... . EF - A I R DEV I CE SCHEDULE MARK DESCRIPTION L Ito EF_NJ RETURN AIR FILTER 6RILLE TITUS 350 FS WHITE FINISH El NJ 4 Ej EXHAUST RE615TER - AS SUPPLIED BY MANUFACTURER III ia SUPPLY DIFFUSER - (LAY -IN -TYPE) -TITUS TMS-AA WHITE FINISH F� L. .' J SUPPLY DIFFUSER -CARNES-51`75-1212 x< ■ SMOKE DETECTOR A.D.A. APPROVED (EA. UNIT) MECHANICAL PLAN JEXHAUST GRILL FOR EXHUST FANS (EF) S)(-ALE: 3/32" = I'-011 m I EXI5TIN6 PROPOSED WALL EXI57IN6 FIN15HED WALL GENERAL NOTES 1) VERIFY EXACT REQUIREMENTS FOR ELECTRICAL EQUIPMENT WITH OWNER FOR THIS PROJECT. IN THE CASE OF A DISCREPANCY BETWEEN THE ACTUAL SELECTION OF EQUIPMENT AND THESE DRAWIN65, ADVISE THE 6.6. BEFORE WORK BE6IN5. 2) FIELD VERIFY ROUGH -IN LOCATIONS FOR ALL L16H75 AND EQUIPMENT BEFORE INSTALLATION. SYMB. DESCRIPTION DUPLEX RECEPTACLE QUADRUPLE RECEPTACLE 208 RECEPTACLE Q 4 LINE TELEPHONE JACK Q 6 LINE TELEPHONE JACK 4* SWITCH O 110 V JUNCTION BOX PROP05ED WALL EXI5TIN6 FIN15HED WALL w I � op • 0 4)0."0 ar�U IT air NZ O W 1 It JJ ELECTRICAL POWER PLAN L � I 5CALE:3/32"= -O" I m1 m� GENERAL NOTES c 't0..� 1) VERIFY EXACT REQUIREMENTS FOR ELECTRICAL EQUIPMENT WITH OWNER FOR THIS 4 EXIS7IN6 SURFACE MOUNTED 8' FIXTURES TO BE PROJECT. IN THE 6A5E OF A DISCREPANCY BETWEEN THE ACTUAL SELECTION OF0014 I REMOVED AND REPLACED WITH 4 EXISTIN6 2'x4' EQUIPMENT AND THESE DRAWIN65, ADVISE THE 6.6. BEFORE WORK BE61NS. 2) FIELD VERIFY ROUGH -IN LOCATIONS FOR ALL LI&HT5 AND EQUIPMENT 0 0 0 BEFORE ] NSTALLAT I ON . • ,4 �VOH� a�u 5 ELECTRICAL METERS 4 DI5GONEGTS ILIJ 5 ELECTRICAL PANELS IN ELECTRICAL ROOM TELEPHONE BOARD SUITE 'V" deb ELECTRICAL FIXTURE 4 EQU I PMENT SCHEDULE Q Ill \ N j NJ � 123 (0 - —77 119 HALL I W 124 II!° II Ato 1 A/G 6R1LL TO BE REMOVED, 3 A/G GRILLS TO BE ® RELOCATED: 3 LI6HT5 TO BE RELOCATED (24" MAX.) 4 3 ■V71. L16HT5 (2x4 LAY -IN) TO BE REGLAMED FROM AREAS OFRXHF DEMOLI5ION AND TO BE RELOCATED IN TH15 AREA. Ilb ~ ® HALL ` } A SUITE "G" I I I -I FUTURE 200 FUTURE 100 AMP 100 AM Z SUITE 'A' AMP SUITE 'G' SUITE 'D SUITE 'B' PANEL EXH. FAN Q TYP.PUSED DISCONNECT FUTURE FUTURE I Ib TYP. METER O O • O O Z ._\FjW.FAN E- WIRE WAY NITO FIMURFS� EXH. FAN 3-4'py A PAN CONDUITS N EXZrIER i I TAND ALL THALLT WALL PAN MOUNT TRANSFORMER \� RISER DIAGRAM _ Vv SUITE "B" W W � ELECTRICAL CAL L kSHT I NG PLANI CAL L I SHT I NG PLAN � SYMSOL AMT. a�SGi'QI T— TI O1\L 31 LITHON]A 2'x4'-LENSED LAY -IN FIXTURE � 2 5PF-432 Al2 120 6EB OR EQUAL � EXIT 516N LITHONIA �► LHQM S W 1 R 120 EL ( EXIT / EMER. LIGHTS COMBO) 1 PORCH LIGHT ® 6 RECESSED CAN LIbHT (6" INCANDESCENT 90W) 12 SCONCE (HALL ONLY) BY OWNER 3 INCANDESCENT GEILINb FIXTURE SECTION 01010 - SUMMARY OF THE WORK SECTION 01010 - DEFINITIONS A. 56OPE: The Work, as defined in the General Conditions and described in the Gontract Documents is summarized as follows: Construct a single story retail facility of wood from 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. COPIES OF CONTRACT DOCUMENTS: The Owner will supply to the Contractor, up to 10 sets of Contract Documents, free of charge, for construction purposes. Additlonal copes will be available to the Contractor if he pays the cost of reproduction. B. GOPIE5 OF SUPPLEMENTARY 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. N/A 2. 5urvey. 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, and coordination with other Work. B. 5PEGIFIGATION5: I. The Format of the 5pecifications divides the Work into Major Divisions and Work 5ectlons 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 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 INDU5TRY 5PEGIFIGATION5: Materials and operations specified N 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 Contract Documents. B. The ben. 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. SECTION 01025 - MEASUREMENT AND PAYMENT G- A. PR06RE55 SCHEDULE AND 605T 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. PR06RE55 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 N Owner will be made within a reasonable time from date Contractor's application is received. I. RETAINAGE. Retainage of 10% of amount due Contractor Hill be held by Owner until 30 Days after Substantial Completion. STRUCTURAL CONCRETE: I. A66RE6ATE TE5T5: Check the proposed aggregate in accordance with A5TM G 53. 2. MIX DE516N: Check the proposed mixes for proportions, water cement ratio and slump In accordance with AGI 613 and 318. 3. 5LUMP TE5T5: Take slump tests per A5TM G 143 at the beginning of each clay's 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 1612. c. Perform sampling in compliance with A5TM G 112. 5. TE5TI%: Test cylinders for compression in accordance with A5TM G 39. a. LABORATORY CURE: 2 cylinders in accordance to A5TM G 192. b. FIELD GURIN6: Remaining cylinders in accordance to A5TM G 31, c. Test cylinders two at l days and two at 28 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 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. LIGHTING: Provide minimum 50 footcandles for construction purposes where daylight is not adequate. 4. GON5TRUCTION WATER: Provide adequate water lines 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 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. 6RAPH165I 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. FRAMIN6 AND BRACES: 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. 5UB5TITUTION5: 1. 5ubmit 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 MATERIAL5 THAT ARE: I. New and of high quality suited to the use intended except when noted as "used". 2. 5uitable for the function Intended. 3. Corresponding in quality to related materials to the absence of a definitive 5peclflcatlon. 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 contalners when the nature of the materials is suitable for containers. G. WORK BY OTHER5: Arrange to accommodate N.I.G. Work. Wren 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 manufacturer's instructions on the job. E. Perform high quality professional workmanship. Join 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 Hill not fail until materials joined are broken or permanently deformed. SECTION 01100 - CONTRACT CLOSEOUT MA. MANUALS, IN5TRU6TION5 AND KEYS: I. The Contractor shall assemble and deliver to the Owner printed or typewritten operating, servicing, maintenance, and cleaning instructions and parts lists 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 Work, the Contractor shall deliver all keys, including master keys and any spec lal 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. SECT I ON 01 110 - CLEAN I N6 A. PERIODIC CLEANING: 1. 6ARBA6E COLLECTIONS: 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. TRA511 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. 06PO51TION OF DEBRI5: Remove debris from the site and make legal disposition. Locations for disposal shall be of the Gontraactor'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 6RU55IN6 A. VEGETATION PRE5ERVATION: Do not remove trees or shrubs without the specific approval of the Architect. Damaged vegetation shall be replaced. B. REQUIREMENT5 OF REGULATORY A6ENGIE5: Adhere to State and local code requirements for the disposal of trees and shrubs removed from the site. 0 00",, �0 �0� ow . 4 ,If 71 G. OWNERSHIP OF REMOVED MATERIALS AND VEGETATION: Unless noted otherwise, removed materials become the property of the Contractor. D. PROTEGTION OF VEGETATION: Rope, or fence off vegetation that is to remain to prevent damage. E. 6RUBBIN6: Grub construction area to a minimum depth of one foot below the existing grade, I. STRUCTURAL EXCAVATIONS: Remove entire main roots and stump roots. 2. STUMP 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 as described in the Gontract Gonditions. 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 soil is under adverse moisture conditions. Where concrete surfaces are shown vertical or steeper than the angle of repose, forms are required. D. 60VERNIN6 DOCUMENTS: The following Documents govern the Work: I. Occupational Safety and Health Administration recommendations, Chapter XVII, Ig26.652 2. IN TEXAS: Texas Trench Laws, HB bb2 and HB bb5. E. EXGAVATION : I. INSPEGTION: Do not place concrete in footing excavations without the ben. contractor inspegting. 2. T0P501L 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, 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. PLASTIGITY INDEX: 1 to 20. 3. LINEAR SHRINKAGE: 10% maximum. 4. PURITY: No stones or debris larger than 3 inches. 5. PLA61% T0P501L 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 subcjrade. G. Remove large stone, roots, grass, weed, dis, and foreigqn material while spreading. D. Llghtty compact roll placed topsoil. E. Leave stockpile area and site clean and raked, ready to receive landscaping. 6. COMPACTION: Provide g0% 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 b inches after compaction. H. COMPACTION OF 6RANULAR FILL: Compact 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 INCHES: Compact by water saturation to within 2 feet of the surface. The final 2 feet 0 inches must be compacted in b inch layers. 3. OVER 36 INGHE5: Gompact in 6 inch layers starting from the bottom. SAND LAYER: I. LOGATION: Where sand cushion is noted under concrete slabs. 2. MATERIAL: Well -graded, Inorganic mineral sand in loose, non -stratified deposits, per ASTM D 2488. 3. THICKNESS: 2 Inches under walks and 4 Inches elsewhere. 4. COMPACTION: Compact to support concrete without settlement during placing. J. VAPOR BARRIER: Provide a b mil 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 0I551. SECTION 02510 SECTION 03200 - CONCRETE REINFORCEMENT CONCRETE CURBS, WALKS, AND FAVI N6 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern A. WORK GOVERNED BY OTHER SEGTIONS: The actual performance of the Mork 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 GOMPLIANGE STANDARDS: Work in accordance with the 2. Manual of Standard Practice for Detailing Reinforced following: Goncrete Structures, A6I-315. 1. AGI 316 and AGI 325. 3. Building Code Requirements for Reinforced Goncrete, 2. Portland Cement Association, PA011 and PL136. AGI-318. :; ar.1 ono G. CONCRETE 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, Clear heart construction grade redwood with "Zip 5trip" or equal and dowels as detailed on the Drawings. E. PAVING JOINT 5EALIN6 COMPOUND: Provide a single component, SECTION 02246 - SOIL STABILIZATION Urethane Sealant "5onrborne" 5L-1 or equal. A. Goordinate 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 Solis report and survey for existing subsurface conditions. SECTION 02254 - TERMITE CONTROL A. MINIMUM COMPLIANCE STANDARDS: 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: I. Termite activity. 2. Damage of building materials caused 4 termites. G. 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. POISON DILUENT: Potable water. F. SLOPE FOR DRAINAGE: Slope walks, driveways, paving, and gutters. 6. TOOLING: I. EDGING: Edge walks and paving edges to a 3/8 inch radius at expansion joints and where needed to form a neat appearance. 2. JOINTING: Where shown on the Drawings as control joints ((,.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. WORKMANSHIP: Remove marks of tooling from the surface. H. FINISH. Light broom or belt finish with lines perpendicular to traffic flow. SECTION 05110 - CONCRETE FORMWORK A, FORMIN6 SURFACES: 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 5/8 inch thick. 2. STEEL: Rust free or galvanized form surfaces. F. Provide EPA approved chemicals of the following types: B. ACCESSORIES: 1. OR6ANOPHO5PHATE5: Dursban TG, Dow Chemical USA, Midland I. CHAIRS AND BLOCKS: Provide lastic chairs where formed MI 48614 (511) 636-1000. P 2. PYRETHOIDS: surfaces are exposed. a. Dragnet FT: FMG Corporation, Agricultural Chemical 2• EXPANSION JOINTS: Provide wrapped dowels, or protect Group, Philadelphia, PA Ig103 (215) 299-6000. dowels with cardboard tubes for alignment reinforcing In. Demon TG: ICI Americas Inc., Wilmington, DE Igbgq across expansion joints. (303) 515-3000. 3. FORM RELEASE AGENT: Provide chemical type form release C. Torpedo: ICI Americas Inc., Wilmington, DE Igbgg agent. (303) 515-3000. d. Tribute: Velsicol Chemical Corporation, Rosemont, IL 60018 (512) bgbg1O0. 6. QUANTITIES 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. PROCEDURES: 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, aid 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 carrot be Identified, provide tensile and bending test reports. C. REINFORCEMENT: I. BARS: ASTM A 615. a. NO. 3 BARS: Grade 40. b. ALL OTHERS: Grade 60. 2. WIRE: ASTM A 82. 3. WIRE FABRIC: ASTM A 05. D. ACCESSORIES: Provide galvanized accessories. E. TIES: 16 gauge annealed wire or standard clips. F. FABRICATION: Bend and cut bars, fabric, and wire cold to the following tolerances: 1. Sheared length plus or minus I inch. 2. Depth of truss bars plus or minus 1/2 inch. 3. Stirrup, ties, and spirals plus or minus 1/2 Inch. 4. Other bends plus or minus I Inch. 6. 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. SPLICES NOT DETAILED: Staggered splices at adjacent bars. Do not splice at areas of greatest stress. I. INSTALLATION: Support and position reinforcement to prevent displacement by construction loads or concrete placement. Support bar reinforcement on chairs or concrete blocks of sane mix design as concrete. SECTION 05512 - CAST-IN-FLACE CON4 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I. Specifications for Structural Goncrete in Building, AGI 301. 2. 6ulde for Goncrete Floor and 51ab Construction AGI 302. 3. Building Gode Requirements for Reinforced Goncrete, 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 506. B. DOGUMENT PREGEDENGE: Notations and requirements on the Structural Drawings supersede conflicting requirements of this Section. G. MATERIALS: I. CEMENT: ASTM G 150, Type I or III. 2. A661RE&ATE5: Standard weight aggregate, ASTM G 33. Refer to AGI 301-3.b for maximum size. 3. WATER: Potable and clean. s i 4. ADMIXTURE5: a. WATER REDUCER AND SET RETARDER: A5TM G 4q4; 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 AGI-301 and AGI-30 for the concrete strengths shown on the Structural Drawings. If no strength is shown, provide 3500 psi concrete. Include air entrainer for exterior exposed concrete to produce 5% plus or minus I% total air content as determined by A5TM G 231 or A5TM G 138. Provide a maximum slum of 4 inches. E. IN5PE6TION AND PREPARATION: Do not place concrete until forming, reinforcement, and built-in items have been inspected and approved by the Architect. I. 51,66RADE: Dampen subgrades not covered with membrane by sprinkling immediately before placing concrete. Omit when subgrade is already dam. 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 ITEMS: Install pipe, sleeves, bolts, anchors, and other cast -in -place Items securely. Use templates to set built-in items accurately. F. PLACING: 1. 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 94 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, aid 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 05576 - GONGRETE CURING, TREATMENT, AND FINISHES SECTION 04220 - CONCRETE MASONRY B. INTERIOR FLOOR TREATMENT COMPOUND: I. Gifford -Hill, "Hardtop". A. 2. A.G. Horn, "Horn One-Kote". 3. Gurecrete Ghemicai Co., "Ashford Formula". G. FINI5HIN6: B. I. TYPICAL EXP05ED FORM FINI5HE5: a. Fill honeycomb, bubbles, holes, and knock off fins. b. Remove evidence of misaligned forms by chipping away and by patching. C. True up corners and surfaces. G. 2. FIN15HE5 FOR TYPICAL GONGRETE 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 A. QUALITY CONTROL: Brands and source of cementitiou5 materials, admixtures, and aggregates shall be same throughout Work, and shall not be changed without written approval of the Architect. B. DELIVERY AND 5TORA6E: Handle cementitiou5 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. E. A. CURING MATERIAL5: 1. PRODUCT LIMITATIONS: Do not use products with the following characteristics. F a. Leave oily or waxy residue that may interfere with future coatings or flooring adhesives. b. Discolor surfaces designated to remain uncovered. 2. 5HEET GURIN6: Mite sheet materials only, complying with A5TM G Ill. 3. LIQUID GURIN6 COMPOUND: a. TYPICAL U5E5: A5TM G 3041, clear, Type I, or Type 1-0 with fugitive tint. b. OPTIONAL FOR EXTERIOR PAVING: A5TM G 30q, Type 2 or Type 1-0. 4. WATER PONDIN6: Flood or spray water to keep concrete surfaces covered with water for the curing period. JOB GONDITION5: Lay no masonry when there 15 danger of freezing in the next 48 hours. Erect no masonry walls when there is danger of high winds in the next 48 hours. DELIVERY AND 5TORA6E: 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 q'-O" a.f.f. , thereafter use tumbled modular brick that has been tumbled in white slurry and strike joints . CMU typically to be nominal 8" high, 4"tick, 16" long, hollow load bearinq per A5TM G-90 Type I, light -weight or medium -weight block with tooled joints. D. CONTROL JOINT MATERIAL: Provide compressible filler as specified in Sealants Section, for both horizontal and vertical control joints. E. 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. VENEER ANCHOR5: 12 gauge x 1-1/4 inch x q inch long stud plate with 3 x 3 triangular ties. 1. 5TREN6TH: A5TM A 82. 2. FIN15H: Mill galvanized. 3. WIRE DIAMETER: 3/16 inch. 4. 5PACIN6: 16 inch vertically and 24 in horizontally. 4. ATTAGHEMENT 5CREW5: 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 5eries Veneer Anchors with "Byna-Tie" wire ties. HORIZONTAL REINFORCEMENT: I. 5TREN6TH: A5TM A 82. 2. MAIN WIRE: 3/16 inch diameter, deformed. 3. 6ALVANIZIN6: 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. "5ei5micllp" or equal. 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. 5pread the mortar only so for ahead that the mortar will be plastic when the units are laid. 3. HEAD JOINT5: 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. 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. 5top 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 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 DRAWIN65: Indicate size, material, and finish. Show locations and Installation procedures. Include details of joints, attachments, and clecronces. B. 5TEEL MATERIAL5: 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. 6ALVANIZED MATERIALS: All exterior exposed steel and where noted on the Drawings. I. NO%TRUGTURAL PIPE: A5TM A 120. 2. IRON AND STEEL HARDWARE: A5TM A 153, 3. 5TEEL 5HAPE5, PLATES, BARS, AND 5TRIP5: A5TM A 123. 4. 5TEEL 5HEET5: A5TM A 446. 5. A55EMBLED 5TEEL PRODUGT5: 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 1. EXP05ED ITEMS: Moderate irregularities not visible at 30 feet may remain. Mill marks may remain. a. VEL05: 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. WELD5: Grinding not required. 4. 13OLT5: Exposed bolts permitted. SECTION 06100 - ROU6H CARPENTRY A. GENERAL REQUIREMENT5 FOR LUMBER: I. 5TAWAR05: P5-20-10 American Softwood Lumber 5tandard and P5-1-83 5oftwood Plywood. 2. GRADING: 5FPA, 5PIB, WWPA, HCLB, and APA. 3. MARKING: 5tam 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. 5EA5ONIN6 REQUIREMENTS: Kiln -dry or air-dry to a 15% maximum moisture content. Mark each piece "KD" or "MC-15". 1. 6RADE5: 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 6ROUND LOGATION5: 5tam each piece of lumber with the type of treatment and amount of retention. Redi^y waterborne type treatment to Iq% and stamp "5-DRY". 1. APPLICATION: Apply pressure or vacuum treatment. Comply with AWE, Treating Standards LP-2 or LP-3 typically. �L J:1 } J �s v v tu 2. LOCATION5: Provide treated wood at the following Io( atlon5: a. Where 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. C. PLYWOOD: Provide P5-I-83 softwood plywood marked with APA stamp Indicating quality and finish as recommended for each use N the American Plywood Association. Only plywood with an APA stamp indicating "Exterior" or "Exposure I" grades will be acceptable. D. PLYWOOD ROOF 5HEATHIN6: Mark each piece with APA grade trademarks as noted above. Maintain minimum I/8 inch gap along edges and 1/I6 inch gap across ends. Apply plywood roof sheathing using the following types of nails: I. PLYWOOD THICKNE55 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 Ib inches on center or indicated on the Drawings. 2. 5et wood grounds for attachment of Work specified in other 5ectlons. 3. Use washers on bolts used to attach wood. Use galvanized bolts and washers on treated wood. 4. Use galvanized metal framing aichors, beam seats, and clips where indicated. SECTION 06190 - WOOD TRUSSES A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern the Work except where more restrictive requirements are specified. 1. American Institute of Timber Construction (AITG). 2. Truss Plate Institute. B. APPROVED MANUFAGTURER5: I. Automated Building Systems; Dept. T, Lafe Gox Drive, Box 531, Johnson Gity, TN 31b01. 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 MEMBER5: 5tress 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 COMPLIANCE 5TANDARD5: "Quality 5tandards of the Architectural Woodwork Industry" (AWI). B. PLA5TIG LAMINATE: Submit full range of colors, patterns, textures, and finishes of plastic laminate ovallable 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. "Nevamor", Exxon Chemical Go. G. 50LID 5TOGK: I. M015TL RE CONTENT: b% - 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 (MDO). 2. 5EMI-EXP05ED: Grade B. 3. CONGEALED: Grade D. E. MATERIAL THICKNESSES: The following thicknesses shall apply except when shown thicker on the Drawings: I. BOTTOMS, EN05, DIVISIONS: 3/4 inch thick. 2. FACE PLATES: Equal to door thickness with 3/4 inch minimum. 3. WEB FRAME5: 3/4 inch minimum. 4. BAGK5 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 FRONT5: 3/4 Inch. b. 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. 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. 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 GABINET5: AWI "Custom" grade with plastic laminate tops and exposed surfaces. 5eml-exposed surfaces shall be plastic laminate except drawer shells shall be wood. SECTION 0'1160 - DAMPFROOF I N6 A. WARRANTY: YIkrrant 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, chats, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. G. DAMPROOFIN6 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 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 0'11 'i5 - WATER REPELLENT A. PRODUCT DE5CRIPTION: I. GENERAL: Water clear, fast drying, penetrating, water repellent liquid compound. 2. VEHICLE. Water -alcohol formulation. 3. 5OL105: 511oxone formulation. B. PROPERTIE5: I. REPELLENCE: 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. 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: 5pecification5 are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. "CP-500", Chemical Products, Oklahoma City, OK (800) 624-4356. 2. "Chem-Trete-815M% Trocal, Rockllegh, NJ O1b41 (800) 631-1668. 3. 'Dural Treat", Dural International Corp., Deer Park, NY. 1112q, (516)586-1655. 4. "Duxboc", Glover Chemical Corp., Houston, TX 11181 (113) 880-5441. 5. "511oxane" Weather Seal, Pro5oCo, Inc., Kansas GiN, K5 bblll M13) 281-2100. b. "Ghemstop 5M5-250", Tomms Industries Go., Itasca, 11 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 are specified: I. Federal Specification HH-1-521F, Type III. 2. American 5ociet y of Heating, Refrigeration, and Air Conditioning Engineers. 3. National Environmental Systems Contractors Association. B. BATT INSULATION: A5TM Gbb5, preformed glass fiber batt, conforming to the following: I. Thermal Resistance: Thickness 4 "R" value As follows : A. RI3 ® 3" wall. B. RI9 a b" wall 4 above ceiling the . G. Or as indicated on drawing,. 2. Facing: Faced on one side with Kraft paper. G INSTALLATION - BATT INSULATION I. Install Insulation in accordance with insulation manufacturer'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 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, alligatoring, or releasing from the substrate. 2. 5oftening or becoming tacky. 3. Leakage of water into the building or within the construction. B. PRE(ON5TRXTION 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 C. MATERIAL5: I. Base: 5ingle ply roof system with ( modified) white granular. 2. install: 24 ga. pointgrip metals: coping, gutters, and downspouts. 3. CANT 5TRIP: lb" x height required; tapered fiberglass. 4. FA5TENER5: As recommended by the roof manufacturer for substrate. 5. ROOF INSULATION: 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 5TANDAR05: The following Documents govern the Work except where more restrictive requirements are Specified. I. 5heet Metal Manual of the 5heet Metal and Air Conditioning Gontractor's National Association (5MAGNA). B. WARRANTY: Warant 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: 1. Leaking. 2. Wrinkiing. 3. Breaks or teas caused by restraint of expansion and contraction. kh Z F'- _V ■L V nu (L 0) W 14 C. 5HOP DRAWINGS: Indicate size, material, and finish. Show locations and installation procedures. Include details of joints, attachments, and clearances. D. 6ALVANIZED SHEET 5TEEL MATERIAL: I. QUALITY 5TANDARD: A5TM A 251, coating designation 6 90 2. FIN15H: a. METAL PREPARATION: Prepare surface for painting in compliance with A5TM D 2090 recommendations. b. Prefinish sheet metal with polyester enamel finish I mll minimum thickness, E. 6ALVANIZED SHEET 6AU6E5: 24 gauge minimum. L Clips used for attachment shall be two gauges thicker than the piece they retain. 2. FA5TENER5: 6alvanized, 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. 6. 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 elostomeric compound waterproofing material with thermoplastic fibers added for extra tensile strength and tear resistance, laminated to a 1 mil vinyl film. Provide Phox 6yp+Fla6h as manufactured by Phox Enterprises, Inc., 11210 South Post Oak Rd., Houston, Texas Tf035, (113) 126-1800. 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. C. INSTALLATION: 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 minimum of 2 inches in direction of water flow. SECTION 01121 - ROOF CURBS A. MANUFAGTURER5: I. The Pate Company, Broadview, IL 60153 ( 312) b81-1920, Model 5GE13 solid top and other types as shown on the Drawings. 2. Thpar Corporation, Addison, IL 60101 (312) 543-5300. 3. Custom Curb, Inc., Chattanooga, TN 31401 (615) b29-6241. B. SIZES: Refer to Drawings for necessary sizes. G. (,OMPONENT5: I. WALL5: 6alvanized steel. 2. WOOD NAILER5: Factory installed. D. Install curb assemblies In accordance with manufacturer's specifications. SECTION 014120 - SEALANTS AND CAULKIN6 A. WARRANTY: Warrant the Work specified herein for 2 years against becoming unserviceable or causing an 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 windlood of the local building code with maximum stress factor on the sealant of 20 psi with a safety factor of b to 1. B. PRODUCT DATA: Submit schedules, chats, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. G. EXTERIOR 5EALANT5 AND 5EALANT5 FOR MOVING JOINT5: Curing type, two pat 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: Polysulfide, silicone, polyurethane, or polytremdyne terpolymer. 2. NON -ACCEPTABLE: Linseed oil or other oil base caulks, asphaltic, or coal -tar types. Acrylic, hypolon, and butyl base types. 3. 5OL105: 96% 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. TT-5-001651, or A5TM G834, with active ingredients of butyl rubber, acrylic, hypalon, and other similes pointable 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. 1. SEALANT TAPE: Preformed or extruded non -curing butyl with or without reinforcement. 2. NON -ACCEPTABLE: 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. 6. 5EALANT MANUFAGTURER5: I. Dow Corning Corporation, Midland, MI 48640 (800) 248-2345. 2. 6eneral Electric Company, Waterford NY 12188 (518) 231-3330. 3. Pecoro Corporation, Harleysville, PA 19438 (215) 125-6051. 4. Tremco, Cleveland, OH 44104 (216) 2261-3000, H. A66E55ORY MATERIAL5: I. BACK-UP FILLERS: Non -absorbent, non -staining, expanded, closed cell plastic or rubber compatible with sealants used. a. NON -SUITABLE MATERIALS: Oil or bituminous types and oakum. b. 51ZE AND 5HAPE5: Round, square, or rectangular, to fit various job conditions. 2. COMPRE55113LE FILLER: a. "Will -Seal", Iilbruck/U5A, Troy, MI 48084 (313) 585-4363. b. "Emseal", Emseal, U.5A., Inc. Stamford, GT Ob903 (203) 322-3828. 3. PRIMERS, GLEANERS, TOPCOATS: Use only materials listed as suitable in sealant manufacturer's instructions. Test for staining, compatibility, and durability before proceeding. IN5TALLATION: 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 $ Waterproofers Institute's "5EALANT5: The Professional 6ulde" for joint design and installation details. SECTION 08112 - HOLLOA METAL DOORS AND FRAMES G. APPROVED MANUFAGTURER5: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Visawall - Contact Gary Cobb 1-800-811-I1cil 2. Kawneer Go. Inc., Norcross, 6A 300g2 (404) 449-5555. 3. Amorlite Div., ARCO Building Products, Philadelphia, PA 19102 (215) 551-2000. 4. Mamet Corporation, Wousau, WI 54401 (115) 845-5242. D. MATERIALS: Extruded aluminum alloy 6063 T5 or comparable alloy as required for specified finish. E. DOOR5: I. 5WIN6 ENTRANCE DOOR5: a. Provide "Visawall 5eries 212" narrow stile, aluminum and glass entrance doors manufactured by Vistawall. Equivelant products of above listed manufacturers are acceptable. b. Hardware: Provide entrance doors complete with PH-12 pull and P5-16 push bar U532 finish with continous 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. Vistawall 0-120 or equal. 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: 1. Indentations, rust, and surface defects. F 2. Inadequate or misplaced hardware reinforcement. B. MINIMUM COMPLIANCE 5TANDARD: Provide Steel Door Institute "5tandard" grade construction, details, and features. Submit shop drawings prior to construction. G. DOOR CONSTRUCTION: Provide IS 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 06523 - ALUMINUM STOREFRONT DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one gear 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 pats. 2. Loose pats or installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, chats, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. 2. CONNEGTION5: Provide bolted and welded connections, fit to a hairline joint. 3. REINFORCING: Provide reinforcing at bolted attachments. Tapped aluminum is not permitted. 4. Deliver doors to job site pre -glazed. FRAMING: Specifications are based upon Vistawall 2000, Is/4 x 4-1/2 Inch framing system, adapted to accept i4 in. glazing, manufactured N Vistawall 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. 6. GLAZING: 1/4 Inch minimum tempered glass with neoprene gasket. H. ALUMINUM FIN15H: REFERENCE ARCHITECTURAL DRAWIN65. 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 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 pats or installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, chats, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. Ili rr x ✓~ 0 �Oy 00 �014 04t�U NJ m $ H dA gas sm G. APPROVED MANUFACTURERS: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Qulksery - 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 5treet, Chicago, IL 60632. Phone - (312)31b-4550. D. ALUMINUM FIN15H: To match store front windows. E. INSTALLATION: Install units plum, 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 06100 - FINISH HARDWARE A. SUBMITTALS: I. Submit hardware schedule. 2. TEMPLATES: 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 STANDARDS: The followinqq Documents govern the Work except where more restrictive requlrerr(ents are specified. I. NFPA Pamphlet No. 101. 2. AN51 AI11.1. 3. NFPA No. W. 4. UL Gertification. SECTION 05500 - 61-ASS AND 6LAZIN6 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I. 61ass shall conform to Federal Specification DD-6-4510 and 00-6-1403B(I) qualities highest of their category. 2. Installation shall conform to requirements of Flat Glass Marketing Association "Glazing Manual". 3. Consumer Product Safety Act aid 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 recommenckatiore 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-stalning solvent or detergent. Remove and replace improperly set, broken, cracked, and unacceptable glass. SECTION OcI266 - 6YPSUM WALLBOARD SYSTEMS A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I. AN51 A91.1. 2. 6yp5urm Association 5pecificatlon5. 3. ASTM G 154. 4. ASTM G 840. B. FRAMIN6: Refer to Rough Carpentry. G. WALLBOARD: Provide standard gypsum board, ASTM G 36, fire -rated board, type "G" or "X", ASTM G 36, moisture resistant board, ASTM G 630. D. TRIM AND AG6E55ORIE5: Galvanized steel, provide U56 Reinforced Our -A -Bead corner beads, U56 200-A trim, and U56 093 expansion joints. E. APPLICATION TO WOOD FRAMING: I. LE%TH5: Use longest practical lengths. 5mall 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: Geilings 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 JOINTS: Required for partitions and ceilings so end joints do not align in any way. 1. NAILING: a. EDGE LOCATION: At least 3/8 inch from board edges. b. E06E 5PAGIN6: 8 inches for Halls; 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 TOLERANGES: 1. V15UAL: Any nicks, bums, out of level, or out of plumb areas detectable by the naked eye must be corrected. 2. WALLS: Maximum deviation from vertical is 3/8 inch. 3. BUMPS IN BOARD: I/8 in 24 inch maximum. 4. GORNERS: Maximum out of square 3/16 inch in 16 inches. SECTION Og31 0 - CE°RAM I G TILE A. MINIMUM COMPLIANCE STANDARDS: Furnish ceramic tile conforming with the standard grade requirements of TGA 131.1. Provide a Master 6rade Certificate signed by the Gontractor 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 the and color so as to minimize variations in appearance and quality. B. MATERIALS: 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. ORGANIC TILE ADHE51VE (FOR WALLS): Comply with AN51 A 136.1. Provide primer -sealer as recommended by adhesive manufacturer. 3. 6ROUT FOR PORCELAIN TILE: Refer to Finish Schedule, 4. FLOOR TILE: Furnish tile which conforms to requirements of AN51 151.1. 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 tile gutting 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 DETAILS: I. ED6E5: Typically eased edges where exposed. Use bullnose only where shown. 2. INTERNAL VERTICAL CORNERS AND GEILIN6 WALL JOINT: 5quare. 3. COVE BASE: Match floor tile except where shown otherwise. 4. COLOR: As selected by Architect and approved by the Owner. E. EXPANSION JOINTS: Substitute sealant for grout where movement may be expected. Provide sealant at the following locations: I. Expansion joints and control joints. 2. Against door frames and similar Items. 3. Around wall penetrations. F. LAYOUT: 1. 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. HE16HT5: Extend tile to nearest height without cutting tile, where tine height is dimensioned. 6. GLEANING: I. Leave finished tile installation clean and free of cracked, chipped, broken, unbonded, or otherwise defective work. SECTION OISIO - ACOUSTICAL CEILIN65 A. EXP05ED GRID 5Y5TEM: Provide direct hung suspension system complying with ASTM G 635, Intermediate duty main runners and minimum 10 Ib✓lineai foot cross tees, with smooth matte white painted finish. I. WALL MOLDINGS: 15/16 Inch angle molding as manufactured by the suspension system manufacturer. 2. HAN6WIRE: 12 gauge annealed. 3. COATING: 6aivarcinized. 4. EXPOSED FIN15H: Factory flat white enamel. 5. APPROVED MANUFAGTURERS: Use only one manufacturer's products. a. Dorn Corp., Westlake, OH 44145 (216) 811-1000. B. AGOUSTIG GEILIN6 BOARD: Vinyl faced fiberglass " 5hasta" and or vinyl faced gypsum board. 1. 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. SOUND TRAN5MI5510N GLA55: Minimum 35 to 34 db. 5. FLAME RE515TAN6E: Glass A, incombustible per F5. 55-5-118A. 6. FLAME SPREAD: Glass 1 (0-25) per ASTM E 84. G. APPROVED MANUFACTURERS: Use only one manufacturer's products. 1. Armstrong World Industries, Inc., Atlanta, 6A 30339 (404) C155-1688. 2. The Gelotex Corp., Tampa, FL 33601 013) 811-4554. 3. United States Gypsum Go., Ghicago, IL 60606-4385 (312) 321-4000. D. Install suspension system in accordance with manufacturer's relevant specifications and ASTM G 636. E. 5PAGIN6 AND SUPPORT: L 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. 5upport main runners directly from hangers; do not bear on walls or partitions, 4. 5poce 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. ACOUSTIC, GEILIN6 BOARD: Install ceiling board and tile in accordance with manufacturer's specifications. 6. GOMPLETION: I. Repair or replace damaged work. 2. Glean premises of soiling and litter from Work specified in this Section. SECTION O01615 - RESILIENT BASE 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 MANUFACTURERS: I. Roppe Rubber Corp., Fostoria, OH 44803 (800) 531-9521. 2. Burke Flooring Products, San Jose, GA 95112 (408) 2q1-3500. 3. Flexco Division of Textile Rubber Go., Tuscumbia, AL 35614 (205) 383-1414. G. MATERIALS: I. Material: Rubber. 2. 51ze: I/8 Inch thick x height shown on Drawings. 3. Color: As selected by Architect from full manufacturer's range. D. APPLICATION: I. Hutt ends to hairline fit; avoid stretching. 2. Place base with joints under compression and so toe continually touches flooring. rn '24 0" .4) 0 0 �u �0� a�U M 1 �m 0 Z 0 V L V lu ir1--. 0 ELI SECT I ON Ogg00 - PA I NT I N6 B. Piping shall be installed with adequate ovision for wnd oints, � $0 m � X A. WARRANTY: Warrant the Work specified herein for one year G. COMPATIBILITY OF PAINT TYPES: Verify the compatibility of each type of finish coat with shop rimers and between field yP P P I. Complete sanitary plumbing system for the building with connections from the plumbing fixtures and P g expansion contraction usin swing e P g ng) PIP clamps, anchors and expansion joints. Fittings shall W F b against be( unserviceable or causing an ob ectionable a9 9 9 ) coats. When necessary, switch paint types or use a blockg equipment indicated on the drawings to the public P be so spaced that they will not interfere with sliding a 0 0' appearance resulting from either defective or nonconforming coat to avoid Interference between paint types. sanitary sewer including tap, if necessary, or to of pipe on supports. PP uPP materials and workmanship. Defects shall include, but not be private disposal system. 5. Gleanouts: d1U1� limited to the following: H. TYPICAL EXTERIOR SYSTEMS 2. Installation of water piping and equipment �+ w I. Noticeable discoloration, streaking, blooming, darkening, I. GALVANIZED METAL: I coat Zinc dust, cement primer, or epoxy ester. connections including water service lines and meter if required. q A. Gleanouts, same size Or, pipe, shall be installed in soil and waste lines at every change of direction and o 51 E 0 0 or fadi 2. Mildewing. 2 coats Semi -gloss exterior enamel. 3. Furnish and install plumbing fixtures as shown on Sht. P-I. p g at every 50 feet of run whether shown on drawings or 0 ~ 0 �., 0 3. Peeling, cracking, blistering, alligatoring, or releasing 2. STEEL OR IRON: (Regular primer by Fabricator) I coat Touch-up of primer. 4. Work excluded: Noted on drawings. not; and shall be accessible in cases. When occurring in finished wall or floor, set flush with surrounding a � U from the substrate. I coat (Intermediate) Iron oxide primer. 2. General Requirements: surface. 4. Chalking or dusting excessively. 2 coats (Finish) Semi -gloss exterior enamel, 5. Changing sheen in irregular fashion. 6. Softening ar becoming tacky. 3. ALUMINUM TRIM: re / rime per mf 'r. P P P P 9 A. Equipment furnished shall fit the space available, with 6. Vents: B. 5UBMITTAL5: Submit full range of colors, patterns, textures, I coat recommended primer 2 coats acrylic urethane coating- connection, etc., in the required locations and with adequate space for operating and servicing. The through the Vents shall extend not less than 10 inchesof. and finishes available for selection including the following: Acrylitf>ane by Jones Blair Paint Co. or equal. drawings are generally diagrammatic and indicate the roof. They shall be gathered together where possible Into one vent as shown. I. COLOR CHIPS: Provide complete set of color chips for 4. PAVEMENT: (Traffic lines) manner and method of the installation while the color selection, I coat Zone marking paint. specifications and fixture list denote the type and 1. Flashin 9 2. SMALL APPLIED SAMPLES: Provide pieces of actual material quality of material and workmanship to be used. on which paint will occur, with minimum dry mil thickness A. Openings in the roof for vent pipes shall be flashed of specified paint. i. TYPICAL INTERIOR SYSTEMS: I. PAINTED WOOD: 3 Piping; and soldered water -tight. Flashing for pipe shall not 3. SHEEN SAMPLES: Provide full range of varying sheens when sheens are controllable by intermixing. Oil base enamel undercoat. I coatA. Sanitary Piping: be lighter than 4 lb. per sq. Ft. sheet lead and shall be made of two pieces. The lower piece shall be at � 4. MATERIAL LISTS: Give the manufacturer's none, product 2 coats Satin enamel. 2. 6YP5UM DRY WALL: least 14" square. The to lece shall fit tightly and q P P 9 y name, number, and generic description of each proposed P P P product and its use. Provide product data sheets if so I coat Sealer and rimer, P Gast -iron no -hub pipe or Gode approved plastic shall be for shall extend to the top of the pipe and turn down NJ requested. 2 coats Oil base enamel. used soil and vent pipe in or under concrete and P P inside the pipe at least I" 00 G. COLORS: Refer to Finish Schedule. 3. STEEL: (Primed by fabricator) I coat Touch-up of primer. for vent pipe 3" and larger. Grade carefully, support firmly and uniformly; adjust adjacent lengths of pipe 8. Pipe Accessories: D. PREPARATORY WORK: I. PROTECTION WORK: Arrange procedures and devices to 2 coats Semi- loss enamel. g with reference to each other. Open ends of Pipe shall P P P be temporarily closed with wood blocks at end of each A. Gate Valves. 2-I/2 inches and smaller, Crane No. 431UB O protect other Work from dlsfigurement and physical damage. Repair or replace materials damaged as a result SECTION 10510 - TOILET ROOM ACCESSORIES working day. Grades shall be not less than I/8 "per ore equal, screwed, 125 PSI; 3 inches and larger, Grow q No. 351-I/4 or equal, flanged, 125 P51. In copper ry of the Work this Section. foot unless noted. Standard weight wrought steel pipe lines use Nibco 5235 or equal. 9 2. STEEL AND IRON: Remove grease, oil, and dust, and A. PRODUCT DATA: Submit schedules, charts, literature, and to conform with A.5A. s ecifications B-36. Article P touch-up chipped and abraded places on items that have Illustrations to indicate the performance, fabrication 10-Ig39 shall be used for vents with Inside diameter of B. Globe Valves. 2-1/2 inches and smaller, Grate No. i or J N been shop primed, using sane type of primer. procedures, product variations, and accessories. 2-1/2" and less. equal, screwed, 125 P51; 3 inches and larger, Grone 3. CONCRETE, MASONRY: Check for high moisture and alkali B. MINIMUM COMPLIANCE STANDARDS: The following Documents govern No. 351-1/4 or equal, flanged, 125 PSI. In copper content. If high alkali is present, neutralize to the Work except where more restrictive items are specified: B. Water Piping: lines use Nibco 5235 or equal. suitable levels. I. ANSI Alli.l. 9-6 J} 4. SUBSTRATES GENERAL: Provide G. APPROVED MANUFACTURERS: Copper pipe shall be used for all water supply piping except service from meter to building. Type "L" hard G. Valve Boxes and Valves. Valve box shall be cast iron with cast iron cover secured to box with brass cap normal minor patching on surfaces provided under other sections of this Work. I. Bobrick Dispensers, Inc. drawn copper shall be used for pipe not set under screws. Valve shall be iron body, bronze or brass 3 Excessive patching or treatment is not included in this 2. Charles Parker Co. concrete. Type "K" soft copper shall be used for trim, wedge type, 125 pound W.P. and shall meet AWWA Section of the Work. 3. Bradley Washfountaln Co. Specifications. E. MANUFAGTURER'5 INSTRUCTIONS: Follow the manufacturer's preprinted instructions as a minimum requirement for the use 4. Watrous, Inc. D. MOUNTING LOCATIONS: Refer to the Drawings. When not shown, piping under concrete. Fittings shall wrought co er throughout. Dielectric couplings shall be D. Check Valves. In copper Ilnes use Nibco No. 5433 or and Installation of his products. I. APPEARANCE: Provide uniform color, texture, and sheen. submit manufacturer's recommendations for locations and mounting height before proceeding. insta led at any material change insystem. Gut pipe equal. 2. NEATNESS: Do not smear, spatter, or run coatings over accurately to measurements established at the building E. Dielectric Fittings. Nonferrous, Epco Sales Co., adjoining colors or materials. Gut -in lines shall be E. INSTALLATION: Securely fasten each item to prevent and work into place without springing or forcing. Pipe Cleveland, Ohio, or equal, at all connections between (n straight. 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. Z F. PAINT THICKNESS: Provide the following minimum dry film in the locations Indicated. pipe ends reamed and cleaned. Joints shall be soldered O thickness per coat: with streamline 615/5 solder. F. Provide trap primers for nearest sink or lavatory to - 1. INTERIOR: I mil. DIVISION 15 - MECHAN I CAL hub drains or floor drains equal to J. R. Smith 2. EXTERIOR: a. ENAMELS ON METAL: I mil. I. Work Included: 4. Pipe Hangers and Supports: "Primeze". b. ACRYLIC URETHANE GOATING: per manufacturer's A. Provide materials, equipment, labor and services A. Horizontal suspending piping shall be supported by Cl. Fixtures: . _v recommendation, c. LATEX PAINTS: I mil. necessary for the Installation and placing into Crawford Fig. L2 or equal adjustable steel ring hangers A, Fixtures shall Include brackets, cleats and anchors d. METAL PRIMERS: IS mils, operation a complete plumbing and piping system as the drawings. with solid rod supported aid turnbuckles capable of crew adjustments installation. Hanger required for support. - e. UNDER GOATS: 1.5 mils. specified and shown on after spacing f, OIL PAINTS: 1.5 mils. B. The work in general shall consist of, but is not for cast iron pipe shah not be greater than 5 feet; B. All plumbing fixtures shall be "first quality" as g. TRAFFIC LINES: 2.5 mils. limited to, the following: for other pipe, not greater than 10 feet. Hangers defined and set forth in commercial standard G5-36 as OL 3. THICKNESS TEST: Use visual observation gauge that shall be provided at offsets and changes in direction. " the U.S. Deportment of Gommerce. All promulgated �! P l� measures "V" shape scratch. Hanger rods shall be 3/8 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: 3. Equipment and Material: 2. Manual shows methods of fabrication, dampers, k and of similar character in any room or location. Escutcheons, handles, etc., on different fixtures shall A. Furnish access panels where indicated on drawings and louvers, air intakes etc. Use the Manual unless b x A be of the some design. All fixtures and fittings shall where required to permit access to concealed equipment for operation, maintenance and repair. Access panels P P P A. In no case shall smaller equipment be installed than that manufactured products are specified. be submitted for approval with cuts and full aPP shall be sized for service, however, not less than specified or indicated. 3. Use fibrous lass f" thick standard duty duct board. g y +' h description. All exposed metal not otherwise specified 10" x 10", complete with frame anchor stra s, hinged P 9 4. Ducts: 4. Hangers and supports are to be according to Plate H 4) G o t shall be polished chromium on brass or bronze. All P door with screwdriver or key -lock and finished coating No. 20 of Manual. supply valves shall have renewable seats and discs. All hot and cold water supplies to fixtures shall be of paint, unless otherwise noted on drawings. These be turned to A. Ducts shall be fabricated b skilled mechanics and y F. Roof Curbs at HVAC units.' provided with stops. Provide cast brass P-traps with panels shall over the General Contractor P as construction progresses, with instructions as to installed in a workmanlike manner. 0 a r U ~ cleanout for each lavatory and sink except as specifically noted. their proper locations. B. Transitions, fittings and elbows shall be constructed to 5. Insulation: B. Access panels shall be Zurn #Z-1316, or #Z-1311, or offer a minimum of noise and resistance. Where space P D. After plumbing fixtures are set the crack between the J. R. Smith #4160, or #4165. permits, elbows shall have a radius of 1-1/2 times the width (or depth) and transitions shall be gradual with A. Supply ducts outside of the conditioned spaces shall be fixture and the wall shall be caulked carefully with 14. Excavating: changes not exceeding I" in 4". When structural insulated with 2" of #15 Ultralite or equal with the Tubtite as manufacturedAmerican Fluresite Gom an P y or approved equal. A. Perform necessary excavating and backfllling for Inside conditions necessitate, fittings and elbows shall be made insulation securely wired on with overlapping joints so that there are no voids. Raw edges of insulation shall and outside plumbing lines and accessories. Excavating sharply ors required required but with vanes as recommended by be sealed. E. Connections to Equipment: shall be true to line and pitch. Backfill shall be ASHRAF Guide. Right angle branch take -offs to grilles placed in layers not over 8" in depth, each layer and registers from the main shall be made with the use of 1. Contractor shall make plumbing and piping properly moistened, solidly iron tamped, or otherwise extractors. B. The inside of the supply and return ducts from the air connections to equipment specified to be furnished compacted to a density of not less than that of conditioner shall be lined from the air handling by Owner or under other sections of these adjacent undisturbed earth. Puddling with water to C. Ducts shall be securely supported with strap iron or equipment to a distance of 10' from the unit, or as specifications except final connections to air achieve compaction will not be permitted. See angles. Generally ducts shall be supported from overhead indicated on the drawings, with Ultralite #300 - 1/2 " conditioning and heating equipment. Sufficient Section 02230. members. thick, or approved duct liner acoustical board. This approved air chambers shall be installed to material shall be fitted carefully on the Inside of the event water hammer. After completion of work, Pr P 15. Tests and Inspections: P D. Sheet Metal Duct Work: duct and shall be fastened on with cement supplemented by exposed fixtures, equipment and pipe shall be A. The completed systems shall be tested in accordance screws and washers on top and sides of duct or use V thoroughly cleaned. with regulating authority or under direction of Owner I. Sheet metal work shall be In accordance with fiberglass ducts. Equipment to be properly vibration 10. Pipe Insulation: or his representative. details shown in latest edition of "Low Velocity isolated so as to minimize equipment operating noise Duct Gonstruction Standards" referred to as transmission. A. Domestic hot water pipe and drain piping from water "Manual", and published by Sheet Metal and Air G. All insulation work shall be performed by a recognized coolers shall be Insulated with 1/2 " thickness foaYned plastic Insulation equal to Armstrong, Johns -Manville P q 9 D I V 15 I ON 15500 - AIR GOND I T I ON I N6 Conditioning Contractors' National Association, Washington, D,G., unless otherwise indicated. insulation contractor specializing in commercial and or Dustin -Bacon. Insulation shall be applied in industrial projects, installed in accordance with manufacturer's recommendations. accordance with manufacturer's recommendations. Miter I. Work included: 2. Manual shows methods of fabrication, dampers, cut insulation to fit pipe fittings. Seal all joints louvers, air intakes, etc. Use the Manual unless D. Insulation, vapor barrier, adhesive, sealer and covering in the insulation with approved cement. PP A. Provide materials, equipment, labor ail services for manufactured products are specified. installed ors linln or cover shall possess a flame g �9 P° B. Where shown on the Drawin s or required governmental 9 t �! 9 agencies having jurisdiction, at lavatories for the installation and placing into operation of a complete heating and cooling system as specified or 3. Use low carbon galvanized steel of lock forming quality, with minimum galvanizing of 1.25 ounces spread classification not exceeding 25 without evidence of continued progressive combustion and a smoke developed P og P J J } J indicated. ratio not exceeding 50. Flame spread and snake g g P haidicapped persons provide Johns -Manville Aerotube " per square foot with name of manufacturer and trade P q developed test procedures shall comply with ASTM E34T and insulation, with paint coating, on hot water supply, B. The work in general shall consist of, but Is not name stamped on each sheet. shall be U.L. listed accordingly. tailpiece, and trap. II. Sleeves: limited to the followin g` 4. Flexible connections. For all duct connections to b. Ventilation: A. Pipe sleeves shall be Schedule 40 steel pipe galvanized P P P g I. Equipment as specified together with necessary each fan provide Vent los (Ventfabrics Inc), or P g equal, neoprene coated glass fabric, flexible A. Provide supply and exhaust fans of the size and type after cutting to length or 14 gauge fabricated steel ducts, illes, registers, controls, piping, low e g Prs 9 voltage fans, control writing, hangers, stands connections, minimum 4 inches wide with at least indicated. All fans and ducts shall operate without objectionable vibration or noise. The motor or entire J sleeves galvanized after fabrication. Install wherever pipe passes through floors or walls above or belowPP equipment su orts, flashing at equipment, duct 9 a q P I Inch slack. assembly shall be isolated from the structure with �' ade. Size sleeves to allow minimum clearance between and pipe insulation, unless otherwise noted. S. Hangers and supports. Use bald Iron hangers for approved type of Isolation absorbers. z pipe and sleeve or between insulation and sleeve. Use oakum caulking between pipe and sleeve, sealed with a g P P 2. Related Work: Openings for ducts, grilles, ducts 36" or smaller in width bend each hanger over on bottom of duct as in Plate No. lb,an and B. Power roof exhausters shall have a steel frame and _0 hot poured plastic waterproof compound. Anchor sleeves registers electric service to the equipment (exce t gP fasten with metal screw. Use trapeze hangers, for aluminum or fiberglass housing. Fans shall be direct g �' in walls and floors. Floor sleeves to extend control wiring) and finished painting, ducts greater than 36" in width. drive or vee belt driven using cast Iron sheaves. The 1/4 " above floor. 2. General motor sheave shall be variable pitch for plus or minus 10 12. Water Heater: Requirements: E. Fiberglass Duct Work: percent varlatlon from rated speed. The entire V rotating assembly and motor of each fan shall be Isolated A. Install as per monuf. recommendations. A. Equipment furnished shall fit the space available, with connection, etc., in the required location d the I. Fiberglass duct work shall in accordance with to prevent the transmission of vibration into the structure, The hood covering the fan motor and drive " and details shown in latest edition of "Fibrous Glass "Fibrous adequate space for operating and servicing. The drawings Duct Construction Standards" referred to asshall be hinged and provided with an approved locking tu are generally diagrammatic and indicate the manner and "Manual', and published by Sheet Metal and Air device to fasten hood in closed and open positions. Bird " L method of the installation while the specifications and Conditioning Contractors' National Association, screen of 1/2 aluminum hardware cloth shall be provided th equipment list denote the type and quality of material Washington, D.C., unless otherwise Indicated. for all fan outlets. Self-acting dampers are required. and workmanship to be used. Provide nonfusible disconnect switch at each for. GI�Q SECTION 16000 - ELECTRICAL SYSTEM 1. Registers, Diffusers, and Grilles: A. Registers, diffusers and grilles shall be furnished and I. Work Included: installed in sizes and at locations shown on the A. Provide materials, equipment, labor and services drawings. Accessories such as dampers, air volume necessary for the installation and placing into operation extractors shall be provided as noted on the drawings, of a complete electrical system as specified or Registers shall be equipped with a gasket behind the face indicated. flange which shall make an air tight seal between the outlet and the wall. Outlets shall have sufficient B. The work in general shall consist of, but is not limited evenly spaced mounting screws to permit drawing the face to, the following: I. Furnishing and installing fixtures with lamps, unless noted otherwise. flange tightly against the mounting surface, and compressing the gasket material into on air -tight seal 2. Furnishing and installing electrical work, panels, without bending or bowing the face flange of the outlet, service conduit, wiring, etc., for outlets and All outlets shall be installed plumb, level and parallel equipment. to the building walls or floors. 3. Furnishing and installing telephone outlets, 8. Electric Wiring: conduits, wire and terminal boards including A. Mechanical equipment having electric motors shall be conduit and wire from telephone terminal board to the building entrance as indicated. furnished with necessary control devices for the protection of each motor and for automatic and/or manual 4. Temporary Construction Power: Furnish and install control. temporary construction power wiring as required to B. Electric wiring Is Included under the electrical section provide sufflclent power and lighting for of the specifications except low voltage control wiring, construction needs. Obtain temporary electrical The Contractor shall furnish temperature control, service in the name of the Owner. Provide magnetic stater, and other control switches and devices temporary lighting as required by Occupational to the electrical installer. Room thermostat and control Safety and Health Act for Adequate illumination for switches shall be furnished as shown or directed, and construction and safety purposes In accordance with controls, relays, starters and wiring shall conform to Section Ol 500. the governing electrical codes. q. Excavation, Gutting and Fitting: 2. General Requirements; A. Perform the excavation, cutting, fitting, repairing, and A. Equipment furnished shall fit the space available, with finishing of the work necessary for the installation of connection, etc., in the required locations and with the equipment specified herein In accordance with 02220. adequate space for operating and servicing. The drawings No cutting of the work of other trades or of any are generally diagrammatic and Indicate the manner and structural member shall be done without the consent of method of the installation while the specifications and the designing Engineer, fixture list denote the type and quality of materials and workmanship to be used. 10. Final Tests: A. Before acceptance and final payment, demonstrate that all 3. Equipment and Material: apparatus is functioning properly and efficiently. A. Materials furnished under this contract shall be new, Balance air quantities for even temperature throughout, free from defects of any character, and shall conform adjust controls, and In general place the system Into with the standards of the Underwriters Laboratories, operation. Start-ups for the first heating and the first Inc., in every case where such a standard has been cooling season shall be performed as pat of the established, and shall be so labeled. contract. 11. Guarantee: B. Where two or more similar type items are furnished, all shall be of the sane manufacturer, e.g., disconnect A. The Contractor shall guarantee all material and equipment switches shall be of the same manufacturer unless to be free from defect of material and workmanship and otherwise noted. shall replace or repair without cost to the Owner all defective material and workmanship for a period of one G. Material and installation methods used shall be in accord year. with the latest and approved electrical and mechanical 12. Instructions: engineering practices. A. Contractor shall instruct the Owner in the proper operation and maintenance of the equipment. 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 some. 5. Panelboads: A. Each panel shall be provided with door lock and two keys, keyed alike. Each panel shall be provided with tnypewritten 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 5quare 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 5herardized 5teel shall be used for wiring in or under concrete or earth. Conduit in earth coated and wrapped with Ployken q00 tape or code approved PVG. 1. Wire: A. Soft drawn annealed copper having conductivity of not less than qb% 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. 5izes: 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 tend NEMA-3 for exterior use. B. Fuses: Bussmon Mfg. C. Conduit Straps: Heavy gauge steel snap -on type. D. Conduit: Equal to Rigid Clifton (hot dipped galvanized) and Electrical Metallic Tubing. E. Electrical Metallic Tubing Fittings: Equal to T d B and/or Brlegei. Connectors shall have Insulated f ittings. F. Rigid conduit locknuts and bushings: Equal to T 3 B. G. Flexible conduit and fittings: Equal to California Conduit and Gable Company, Inc. H. Liquid tight conduit and Fittings for all exterior and equipment connections. I. Outlet boxes, plaster rings, etc.: Equal to RACO. J. Condulets: Equal to Grouse -Hinds. K. Wire aid 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 5PEGIFIGATION5 ~ m� W b� G "140U 500 �004 a�U 0) Z %J L %J ul 0-- 0) sm r EXISTIN6 WALLS 34 / 2 HOUR FIRE WALL mm u �I :'Vl�j ,v,�, �'[�l � v 36 _ �L�►J n 12.-Bi" via NEW WALLS uvo m Qto Fi 18 0 2l m 26 i 32 ° 9' -l"� e' -'' " DOOR 50HEDULE u 3l 1 38 EXI57IN6 WALLS O Tl 7 V' - 25 d' t11 E i 24 m� 23 _ 31 Q is e �yLr 14 15 22 L/ DI 6 -iv r V ❑ ICU W -4#" 9' -5 6' -4" is O N i 6 12 13 -ir PEDICURE 6 2 HOUR FIRE WALL O 21 28 � m O i m 4 6 3'-11" Ii � T 20 10 O gyp° 19 B'-2 9'-5" Is 9 NOTE: DIMEN5ION5 TO FACE OF STUD TYP. EXCEPTION AT EXISTIN6 PERIMETER WALLS,. DIMENSIONW MLOOR PLAN O r- a d) F-1 -o 61-115" 5'-4 "-7'-19" - A t� A C 1 -O EXISTIN6 O COLUMN TYP N -3" TYP. DOOR AS FOLLOWS (UNLESS NOTED OTHERAISE). ALL INTERIOR DOORS TO BE 3-Oxl-O METAL FRAME WITH PLASTIC LAMINATE OVER SOLID WOOD GORE DOOR. 5CHLA6E LOCK SETS w/ AL 25 D 626 (SATIN CHROME) FINISH BUTTS- STANLEY FBB-179 U9260 IIj PAIR EA. UNDERCUT ALL INTERIOR DOORS I" FOR RETURN AIR. ( EXCEPT DOOR *31) DOOR# I 3-Oxl-O VISTAWAL w/ DOUBLE KEYED LOCK R 24"SIDE L16HTS (l'-l"OPENING) Be 3-Oxl-O V15TAWAL 6 16' TRANSOM A/ DOUBLE KEYED LOCK w/ 48" 5IDEL16HT5 O 36" AFF TO 8'-6" 18-26, DOORS 54B LOCK SET AL 40 5 51,52, B4-31 BB 9O MIN. FIRE RATED DOOR d FRAME 2410-I1 36" CASED OPENIN6 bal 2 - 18" FRENCH DOORS 2l 36" CASED OPENIN6 28 2 - 56" FRENCH DOORS (ONE FIXED) 294B9 METAL DOOR d FRAME w/ PANIC HARDWARE SO METAL DOOR d FRAME w/ DEAD BOLT (ELECT. RM.) 40 8'x8' OVERHEAD DOOR HOUR FIRE WALL WINDOW 5GHEDULE AINOCAS UNITS TO BE INSTALLED BY 6LAZIN6 CONTRACTOR A VISAYVAL 24" SIDEL16HTS B 3'-0'4 2-2'-0' VISTAAAL TRANSOM L16HTS C b'-4'xb'-4" VISTAAAL Pi/ 16 DIVIDED LIGHTS D B6x48 FIXED 6LA55 E 36x48 ONE AAY FIXED &LASS BUILDING PERMIT jt1TY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . Property Address . . . Property ID . . . . . . R# . . . . . . . . . . Tenant nbr, name . . . Application description Subdivision Name . . . Property Use Property Zoning . . . . Application valuation . . . . 03-00001043 Date 4/30/03 . . . 3206 LONGMIRE DR . . . 509500-0021-0030 . . . R37913 . . . BAYLISS LEASE SPACE B-D . . . COMMERCIAL, REMODEL/RENOVATION . . . PONDEROSA PLACE #1 . . . BUSINESS UNKNOWN . . . 269917 Owner Contractor ------------------------ ------------------------ ZHANG, CHAO JIONG & PREMIER BUILDERS PING JIANG CHARLES TAYLOR 5108 LAUREL VALLEY CT 1700 GEORGE BUSH DR E 4100 COLLEGE STATION TX 778454480 COLLEGE STATION TX 77840 (979) 695-7766 --------------------------- Structure Information ------------- Construction Type . . . . . **NEEDS TO BE ENTERED** Occupancy Type . . . . . . **NEEDS TO BE ENTERED** Other struct info . . . IMPACT/PRORATA FEES PAID NA HEATED AREA 15386.00 INTERIOR WAIL TYPE SHEFTROCK SEWER TYPE EXISTING Permi; BUILDING PERMIT Addit _oral desc LL Permit Fee . . . . 97C.00 Plan Check Fee CO Issue Date . . . . 4/30/03 Valuation . . . . 269917 Expiration Date . . 10/27/03 Qty Unit Charge Per Extension BASE FEE 460.00 170.00 3.0000 THOU BLDG, VAL 1.00001-500000 510.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON BUILDING: FRONT - .5" HIGH NUMBERS REAR - 2" HIGH NUMBERS WITH NAME OF BUSINESS ELECTRICAL SHALL BE INSTALLED PER 199 NEC & LOCAL AMENDMENTS PROVIDE FIRE EXTINGUISHER(S) - VERIFY LOCATION AND PLACEMENT WITH THE FIRE MARSHALL'S OFFICE (MIN. 2AIOBC) 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 CONSTRUCTION CONTRACTS OVER $50,000 REQUIRE SUBMISSION TO -------------------------------------------- ----- - -- - ----------- BUILDING DEPT REPRESENTATIVE : APPLICANT: E BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 -------------------------------------------------------------------------------- Page 2 Application Number 03-00001043 Date ---------------------------------------------------------------------------- 4/30/03 Special Notes and Comments THE STATE FOR ACCESSIBILITY REVIEW -- CONTACT TDLR @ (512) 463-3211 FOR MORE INFORMATION Label each meter and electrcal disconnect/panels to correspond with the tenant space number Add exit light and emergency light in hallway lending to rear exit. see E2 for location. Provide construction details for construction of the 4 hour and 2 hour firewalls. (Need UL listing.) Any pentration through firewall shall be made with an approved system. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER TAP 3/4" CITY INSTL 800.OQ Fee summary Charged Paid Credited Due ----------------- ---------------------------------------- Permit Fee Total 970.00 970.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 800.00 800.00 .00 .00 Grand Total 1770.00 1770.00 .00 .00 --- 7 ------ BUILDING DEPT REPRE TENTATIVE' APPLICANT: Fa Off a Use OMy APPLICATION FOR BUILDING PERMIT DATE: �I S O 3 44 ff CITY OF COLLEGE STATION APPLICATION # O3' Q �-I'� 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 TEMP POLE # (979) 764-3570 (979) 764-3496 FAX W W W.CLCOLLEG ESTATION.TX. US ADDRESS D/LOCATION: 3 �iC) (o Lorgyv� f` riyc LOT 3 C farBLOCK 2 SUBDIVISION �Anc�crdsGL �,oce� r -- BUSINESS/OWNER NAME: red %�� i 5� PHONE: CONTRACTOR/HOMEOWNER: Irer1s`Cr Phu; IdLrS L(x` PHONE: V!l CONTRACTOR ADDRESS: 1100 GeaMe� l3us 1X +`�Sk �,,�; }� I p C S.�-7;4. -7?81f0 ELECTRICIAN: Cyr. �{ ?' ce- V--tec4rl r PLUMBER: _ A.G. HVAC: Area W Z de I\& e ck ah i a, GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) W CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans Req) REMODEURENOVATION SWIMMING POOL DESCRIPTION OF WORK: l\ -Work- ifOYA e.0eV&At Dyi S as r K i rnQ aLywal STRUCTUREUSE: Re4a%1 Wha�esaje- HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ a3931 14 I VALUATION: $ R &,3� 41 ?. o ° TOTAL AREA: HEATED AREA: (Cost of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: SEPTICITREATMENT SYSTEM NUMBER OF BATHROOMS: SEWER TAP: INTERIOR WALL TYPE: SIZE WATER TAP: EXTERIOR WALL TYPE: SIZE OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE ROOF TYPE: GARAGE TYPE: SINGLE a DOUBLE F--1 TRIPLE a ATTACHED F--j DETACHED a CARPORT a SIGNATURE OF APPLICANT: Official Use Only p mm nts: YE r NO Plans Examiner Zoning Official L-'s t�-` RE: Brilliant Illusions 3206 Longmire Drive, Suite "D" College Station, TX To: Mr. Carl Warren W/The City of College Station Dear Mr. Warren, My business is a wholesale business and I do not sale to the public. Most of our sales are made by phone. We do have a small amount of walk in business. I plan to employ three to four people including myself. I feel that one unisex bathroom will service my business well. Thanks for you help. Sincerely, M lody Jo n Owner Address: Project Name: �•City of College Station Pa a of 1J� Building Inspection Department g PLANS EXAMINATION REPORT Date: Drawing Numb er �Mm,vRim/- A/' F r VA Received by: Date: