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HomeMy WebLinkAboutRMDL2003-02923 EXPRESS MART #103 3996 STATE HIGHWAY 6 S BUIDING PERMITPREPARED 12/31/03, 12:10:54 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/31/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 3996 SH 6 S SUBDIV: PONDEROSA PLACE #2 CONTRACTOR PREMIER BUILDERS PHONE (979) 695-7766 OWNER TIGER HOLDINGS, INC PHONE PARCEL 509500-0200-0064 APPL NUMBER: 03-00002923 RESIDENTIAL, REMODEL & RENOVATION -------------------------------------------------------------------- -- -- PERMIT: BLDG 00 BUILDING -PERMIT------------ -- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 10/31/03 DS BLDG, FOUNDATION -SLAB TIME: 17:00 11/03/03 AP 10/30/2003 03:55 PM GCARRILLO afternoon B. 01 11/25/03 OC BLDG, FRAMING TIME: 17:00 11/25/03 AP 11/24/2003 03:41 PM MALFORD oscar to sign B125 01 12/31/03 �B,� �� BLDG, FINAL TIME: 17:00 �•(� ��(�,j 12/32/31/2003 10:54 AM MALFORD lateafternoon on 12/31/03 ----------------------------------- CONTINUED ONTO NEXT PAGE----------------------------------- Gina Carrillo- Re: CALLING FOR'CO ON BP# 03-2923 _ µ Pagel From: Anthony Hamilton To: Gina Carrillo Date: 1/2/2004 1:28:12 PM Subject: Re: CALLING FOR CO ON BP# 03-2923 I dropped off info for testing backflow on post carbonated dispenser, Pepsi was installing today, that is all I will need is on report. >>> Gina Carrillo 12/31/2003 4:32:57 PM >>> 3996 SH 6 S CC: Devel Service Front Counter; Peter G Garcia .- Aw Gina Carrillo - Re: CALLING FOR CO ON 13P#'09-2923 ry Page 1 From: Raymond Olson To: Anthony Hamilton; Bridgette George; Gina Carrillo; Jerry Duffey; Jon Mies; Lance Simms; Pete Garcia; Steve Smith Date: 1 /2/2004 8:46:00 AM Subject: Re: CALLING FOR CO ON BP# 03-2923 The chicken shack is good to go, hood test passed. >>> Gina Carrillo 12/31/03 04:32PM >>> 3996 SH 6 S CC: Mandi Alford; Melissa Rodgers; Susan Stanley AHOVE FIN15H FLOOR (5LAB) ALUMINUM Y AUXILIARY EXPRESS MART # 105 BOTTOM BUILDING ,LEAN GLEAN OUT / AVENUE CONTROL JOINT CONDUIT CLEAR MA50NRY UNIT 57A710N TEXAS COLCONCRETE „GOLLE6E CONCRETE GOMINUOUS , - -- - ---------- - - - 2. CONTRACTOR ___------------- -------------- GOLD WATER DEPTH ------------------- DETAIL-------- ------------------- ------ I --------- OWNER: DRAWIN& ONJJOINT T 16ER HOLD I N&S EEXPAA�NS Y. (E ZEINFORCED PLASTIC ITRACTOR T INTERRUPTER V L DILATION, I A/C SWARE 55W RRE IFNGHT CHLORIDE MINUTE ; EPECIFICATION5 TEMP. TEMPERED T'IB TOP i BOTTOM ;ART.ekrE55IBILITY 5TANDARD VTR THROUCGH ROOF WWVI! T WITH WD. WOOD YVNF WELD WIRE FABRIC, VES I 6N : PREMIER PESI6NS (561) 0165-5055 CONTRACTOR: PREMIER 51J I LVERS, I NG . (01111m) &MS-71766 Index of Drawings COVER PROJECT INFORMATION ARCHITECTURAL Al FOUNDATION, EXISTING, PROPOSED, 4 EQUIPMENT PLANS A2 FRAMING PLAN 4 ELEVATION5 AS FULL 5ECTION5 CITY OF COLLEGE STATION 5PEGIFICATIONS iUILDRIG INSPECTION DEPARTMENT 5PI 5PECIFICATION5 REVIEWED FOR COMPLIANCE 5P2 5PECIFICATION5 PER NOTES ON PERMIT SF5 5PECIFICATION5 NO ANTS 5P4 SPECIFICATIONS p NO s^ PUNS/SHEETS SPS 5PECIFICATION5 SP& SPECIFICATIONS gY DAT 5P'I SPECIFICATIONS 5P8 5PECIFICATION5 5Pq 51PECIFICATION5 OF COLLEGE STATION CITY Building Inspection Department Received Rev',wed `1 -17 pllalyl; V .- PRINTEa 5EP7EM5ER, 2005 CYlmT CPNMJMATIA1J wli! #4 ®12" 0.C-E.H. b Ln 0 00 •.:.'�If_I I�� II 3°MIN. MIN. 24' COMPACTED '�� 0(1 SELECT FILL m M05TURE BARRIER TYP. 3 #rg TOP t BOTT. #3 STURRUPS a 24° O.G. •. •�•� : _...: �r:�''• 2- #5 BENT 3" CLEAR BARS T45 SECTION 2 PLAN NOTC: FOUNDATION TO BE DOWELED TO EXISTING FOUNDATION w/ #4x30° 950" O.G. 4 2-#5 CORNER BARS T45 w/ MIN. 20' LAP AT ALL CORNERS FGUNDATION PLAN i DETAILS SCALE: 3/5"=I'-O" q'-6" ADD OA NEW PASS THRU WINDOW NEN COUNTER I NEK HALLI I 3' HIGH WALL w/ STORE FRONT &LASS TO CEILIN& I I I NEW HAL EXIST. COL. PROPOSED FLOOR PLAN SCALE: 1 /8" = i ' -O" EQUIP. LIST O GASH REGISTER O2 DRINK DISPENSER O3 ICE CREAM BOX- EXIST. ® COUNTER TOP REFRIGATOR 0 TRASH REOPTIGAL BOOTHS O ADA TABLE 4 2 CHAIR5 O TABLE 4 4 CHAIRS O ROUND TABLE 4 4 CHAIRS ® ICE TPA L__, M�m I mu I PmmlrT PLAN SCALE: 1 /8' = i ' -O" Al CDR I YE THRJ \/ ELE1/. in FLOM PLAN i DIM. TO PIN. WALL TYP. UNLE55 NOTED DOWN 1/2° STUCCO EXP. JT. ,.1'/ ° 'STUCCO. 02" STUCCO: ~' anK�ev seilo9sE •.• 1/2" 57U000 BLACK BAND - .1/2 STUCCO NEW ADDITION DRIVE 11-M M"AT I ON SCALE, 1 /4" =1 ' —O" EXXON 5I6NA6E ' . ��. •,. 1/2" STUCCO ADD ON FRONT ELEVATION 56ALE: 1 /4" =1 ' —O" 0 I in fV z A2 NOTE: THE STORE I5 CURRENTLY BUILT WITH 5 5/8" METAL STUDS WITH 1/2" PLYWOOD AND 1/2" STUCCO. IT HAS THE 5"+/— BLACK BAND OF DUROCK ON THE BOTTOM TO FORM THE BASE. THE BA5E I5 FINISHED WITH A SKIM GOAT OF 5TUGCO ON IT d I5 PAINTED BLACK. THE EXISTING ROOF HA5 1 1/2" ROOF INSULATION WITH A SINGLE PLY ROOF. THE PROP05ED ADDITION I5 TO MATCH THE EXISTING 5LD5. IN GON5TRUGTION , FINI5H $ COLOR. EXIST. BLDG. I COLLECTOR SCUPPER " aal 0 EXIS HEADER 7_ CEILING—::ZJ 7 191 EX19 Q � 5/8 GYP. BD. S ' EXIST. ILM 0 ITEXIST. am. r O 0 RUlSSlSZ BASE >k m I W -6° NEW ADDITION 1 y DOWN 5POU17 A6AIN5T EX15T. L � WALL SECTION AT BACK WALL TO CLEAR NEW DOOR i V a 4'-0" NEW ADD. 1 2 Y�4ALL S�GT I ON IF MET. CAP CAP pN 1/2" CDX CH L'X15T) MET, STUD BA5E W 5LACK COAT SECTION 01010 - SUMMARY OF THE WORK A. SCOPE: The Work, as defined in the General Conditions and described in the Contract Documents is summarized as follows: Construct a one story facility of metal frame construction with single ply built-up roof on plywood decking, aluminum windows and entrances, interior drywall partitions, millwork, hollow metal doors and frames, acoustic callings, f loors, ftnishes,toilet room accessories, equipment, site work, and mechanical, plumbing and electrical work. SECTION 010'10 - DEFINITIONS A. THE CONTRACT DOCUMENTS: 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 way5 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. PRIOR ENTRY: I. Owner reserves right of prior entry to --completed and B. SPECIFICATIONS: I. The Format of the Speclfications divides the Y '1_Int2 partially completed areas for performance of other Work Major Divisions and Work Sections and attempts to group the Work to each Section by source of material or by to be performed under other contracts. 2. Confine construction operations, materials, and equipment trade, solely for the convenience of the users. No trade storage, apparatus, temporary construction, equipment, jurisdictions are intended or implied, 2. The outline form and Imperative voice are typically used and other construction related activitle5 to such limits and portions of the Project Site as designated by the to omit repetitious use of word or word groups (such as Owner, or as Indicated on the Drawings. furnish and Install', Contractor shall", and other similar statements) and to call for the type of materials 3. Do not use adjacent properties, including private properties and that of public domain, for material and and methods and ilmtt of their use in the briefest equipment storage or for construction operations without possible manner. Such word omitted from the text shall be construed to be included just as if they were repeated specific written approval of any and all authorities each time. having full and proper jurisdiction. SECTION 01015 - 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. Additional copies will be available to the Contractor if he pays the cost of reproduction. B. COPIES OF SUPPLEMENTARY CONTRACT DOCUMENTS: 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. Soils Report. N/A 2. Survey. SECTION 01025 - MEASUREMENT AND PAYMENT A. PROGRESS SCHEDULE AND COST BREAKDOWN: Within 21 days after execAlon 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 PAYMENTS: Monthly payments will be made on value of completed work and materials suitably stored at site, less retainage. Owner will not pay for materials stored off -Site. Payment by Owner will be made within a reasonable time from date Contractor's application is received. I. RETAINA6E: Retainage of 10% of amount due Contractor will be held by Owner until 30 Days after Substantial Completion. G. MINIMUM COMPLIANCE 5TANDARD5 AND INDU5TRY SPECIFICATIONS: Materials and operations specified by reference to published specifications of a manufacturer, a society, an association, a code, or other referenced standard, shall co ly with the current requirements of the referenced document, officially published on or before the date of receipt of bids. SECTION 01410 - TESTIN6 LABORATORY SM125 A. An Independent testing laboratory may be selected by the Gen. Contractor to Inspect and test the materials and method of construction as hereinafter specified for compliance Nth the Contract Documents. B. The Gen. Contractor will pay for the initial laboratory services of materials that comply with the requirements of the Contract Documents. The site work Sub Contractor shall pay for testing and retesting of materials that do not comply with the requirements of the Contract Documents. G. STRUCTURAL CONCRETE: I. AGGREGATE TESTS: Check the proposed aggregate in accordance with A5TM G 33. 2. MIX DE516N: Check the proposed mixes for proportions, water cement ratio end slump in accordance with AGI 613 and 318. 3. SLUMP TE5T5: Take slump tests per A5TM C 143 at the beginning of each day's pouring operations and whenever water adjustments or noticeable change of slump occurs. 4. 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 C Iq2. c. Perform sampling in compliance with A5TM G 112. 5. TESTING: Test cylinders for compression in accordance with A5TM G 3q. a. LABORATORY CURE: 2 cylinders in accordance to A5TM G Iq2. b. FIELD GURIN6: Remaining cylinders in accordance to ASTM C 31. c. Test cylinders two at T days and two at 28 days, averaging test results. Test remaining cylinders at 56 days. SECTION 01510 - TEMPORARY FACILITIES A. CONSTRUCTION FAGILITIE5: Provide the following facilities for the use of all personnel, subcontractors, and other authorized personnel. I. TOILET FACILITIES Provide sanitary, adequate facilities that meet legal requirements. 2. ELEGTRIG: Provide connections and controls for 115V, single phase power with controls within 200 feet of locations used. 3. LIGHTING: Provide minimum 50 footcandles for construction purposes where daylight is not adequate. 4. CONSTRUCTION WATER: Provide adequate water Iines-and horoses 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 avallable to the Contractor, Subcontractor, and the Owner. Provide lights, air conditioning, and heat as required. Provide a drawing table Nth lockable drawer and drafting bench, Remove office from premises when one can be set up Inside the building. c. GRAPHIG5: I. JOB 516N: a. SIZE= Nominal 64 square feet. b. MATERIAL: 3/4 inch APA exposure I or exterior plywood, A-C grade or MD overlay. c. POSTS: 4 inches x 4 Inches; 2 required. d. FRAMIN6 AND WAGES; 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. 5U35TITUTION5: I. Submit all substitutions proposed after the awed of the Gontroct 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. USE MATERIALS THAT AREc I. New and of high quality suited to the use intended except when noted or, "used . 2. Suitable for the function intended. 3. Corresponding in quality to related materials in the absence of a definitive Specification. 4. Of good appearance where exposed to view. 5. Of one manufacturer or source for the same specific purpose, with uniform appearance and physical properties. 6. Plainly marked, and delivered to the site in original unopened containers when the nature of the materials is suitable for containers. G. WORK BY OTHERS: Arrange to accommodate N.I.G. Work. lien 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 quallty 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 will not fail until materials joined are broken or permanently deformed. SECTION 01'100 - CONTRACT CLOSEOUT A. MA1�AL5; INhTRUCTIONS �4ND-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 special keys, and two coples of the keying schedule to the Owner, and shall assist the Owner In deactivation of construction keyed locks used in the Project. SECTION 01110 - GLEANING A. PERIODIC CLEANING: L GARBAGE COLLECTIONS: Provide a collection can at each Iodation on the site used as on eating area. Pick up all garbage not deposited in cans daily. If garbage 15 left overnight, cover cans. Remove garbage from the site at least weekly. Keep the Work area free of garbage, trash, and vermin Infestation. 2. TRASH 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. P15PO51TION OF DEBRIS: Remove debris from the site and make legal disposition. Locations for disposal shall be of the Contractor's choice within the above restriction. No debris or material may be buried or burned at the site. Take necessary precautions to prevent accidental burning of materials by avoiding large accumulation of combustible materials. B. FINAL GLEANING: 1. The Work area shall be thoroughly cleaned Inside and outside. Gleaning includes removal of smudges, marks, stairs, fingerprints, soil, dirt, spots, dust, lint, and other foreign materials from finished and exposed surfaces. 2. Remove all temporary facilities. rA4' 80 5P1 SECTION 02110 - 5ITE CLEAR IN6 AND 6RUB5IN6 A. VEGETATION PRESERVATION: Do not remove trees or shrubs without the specific approval of the Architect. Damaged vegetation shall be replaced. I. SAND LAYER: B. REQUIREMENT5 OF REGULATORY A6ENGIE5: Adhere to State and 1. LOCATION: Where sand cushion is noted under concrete local code requirements for the disposal of trees and shrubs slabs• removed from the site. 2. MATERIAL: Well -graded, inorganic mineral sand in loose, non-stratifted deposits, per A5TM D 2458. G. OWNERSHIP OF REMOVED MATERIALS AND VEGETATION: Unless noted 3. THICKNESS: 2 inches under walks and 4 inches elsewhere. otherwise, removed materials become the property of the 4. COMPACTION: Gompact to support concrete without Contractor. settlement during placing. D. PROTECTION OF VEGETATION: ",-or fence off-regetationUat- J. VAPOR BARRIER: Provid" b mtl�olyethylene plasttc�llm Is to remain to prevent damage, vapor barter under floor slabs placed on earth. SECTION 02246 - AATI STABILIZATION E. GRUBBING: 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 Contract Conditions. G. 501L STIFFNESS. 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. GOVERNING DOCUMENTS: The following Documents govern the Work: I. Occupational Safety and Health Admtnistration recommendations, Chapter XVII, I0126.652 2. IN TEXAS: Texas Trench Laws, HB 662 and HB b65. E. EXCAVATION INSPECTION: Do not place concrete In footing excavations without the Gen. contractor inspecting. F. FILL AND BACKFILL MATERIAL: Select fill material placed under slabs, foundations and paving shall comply with the following requirements. Material may be used from the site provided it is made to comply through the use of admixtures such as sand or lime. I. LIQUID LIMIT. 30 to 45. 2. PLASTICITY INDEX: 1 to 20. 3. LINEAR 5HRINKAGE: 10% maximum. 4. PURITY: No stones or debris larger than 3 Inches. G. COMPACTION: Provide gO% maximum density under walks and grassy areas, 015% minimum density elsewhere. Add water or dry out to maintain opthum moisture content. AA5HTO compaction test Method T-qq, performed at optimum moisture. Place fill in layers not to exceed 6 inches after compaction. H. COMPACTION OF GRANULAR FILL: Compact trenches under slabs as follows. I. 12 INCHES OR LE55: Provide granular fill material soft enough to compact readily by water saturation. 2. BETWEEN 12 INCHES AND 36 INCHES: Compact by water saturation to within 2 feet of the surface. The final 2 feet 0 inches must be compacted in 61nch layers. 3. OVER 36 INCHES. Compact to 6 inch layers starting from the bottom. A. Goordtnate the requirements of the Structural Drawings with the requirements of this Section. If a conflict exists, notations on the Structural Drawings take precedence. Refer to the Soils report and survey for existing subsurface coalitions. SECTION 02264 - 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 by 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. P015ON DILUENT: Potable water. SECTION 02510 SECTION 03200 - CONCRETE REINFORCEMENT CONCRETE CURBS, WALKS, AND PAY I N6 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern A. WORT; GOVERNED BY OTHER SECTIONS: The actual performance of the Work except where more restrictive requirements are this Work remain, within this Section, but subject to the applicable requirements of Div►sion 3 - Goncrete. specified: 1, Specifications For Structural Concrete in Buildings, AGI-301. 5. MINIMUM COMPLIANCE STANDARDS: Work in accordance with the 2. Manual of Standard Practice for Detailing Reinforced Concrete Structures, AGI-315. following: I. ACI 316 and AGI 325, 3. Building Code Requirements for Reinforced Concrete, 2. Portland Cement Association, PA011 and PLI36. AGI-318. 3. AGI 302 B. MILL REPORTS:1royide�.ertiflcates--rom-=Wocturer- G. CONCRETE MATERIALS: Provide 3500 psi gray concrete with air describing steel used. If reinforcing cannot be identified, provide tensile and bending test reports. entraining and water reducing with accelerating or retarding compounds. G REINFORCEMENT D. RAVING AND CURB JOINT FILLER: Provide 3/4 Inch thick, Clear heart construction grade redwood with "Zip Strip" or equal and dowels as detailed on the Drawings. E. PAVING JOINT SEALING COMPOUND. Provide a single component, Urethane Sealant °5ombome° 5L-1 or equal. 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 root appearance. 2. JOINTING: Where shown on the Drawings as control joints (G-1) or tooled joint (T-1). 3. CONTROL JOINT: 3/4 inch wide. Use wrapped, smooth dowels to maintain allgmnt. 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 F. Provide EPA approved chemicals of the following types: I. OR6ANOPHO5PHATE5: D"ban TC, Dow Chemical U5A, Midland A. FORMING 5URFAGE5: Provide formwork in accordance with MI 48b'14 (511) 636-1000. Recommended Practice for Concrete Formwork, AGI 341, with 2. PYREI -IOID5: smooth and clean surfaces. a. Dragnet FT: FMG Corporation, AAggricultural Chemical I. WOOD: Dressed to uniform thickness without loose knots Group, Philadelphia, PA Ig103 (215) 2gq-6000. or other defects. Plywood minimum of 5/6 inch thick. b. Demon TC: ICI Americas Inc., Wilmington, DE Igbgq 2. STEEL: Rust free or galvanized form surfaces. 003) !m-3000. c. Torpedo: ICI Americas Inc„ Wilmington, DE Ig8gq (303) 5-15-3000. d. Tribute: Vels►col Chemical Corporation, Rosemont, IL 60018 (312) M8g100. 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. B. AGGE550RIE5: I. CHAIRS AND BLOCKS: Provide plastic chairs where formed surfaces are exposed. 2. EXPANSION JOINTS: Provide wrapped dowels, or protect dowels with cardboard tubes for alignment reinforcing across expansion joints. 3. FORM RELEASE AGENT: Provide chemical type form release agent. G. INSTALLATION. Do not allow form release agent to contact reinforcement or concrete against which fresh concrete shall be placed. Wet board forms until joints are swelled shut. Formwork shall be strong enough to withstand the fresh concrete, and tight enough to prevent leakage of the mortar D. FORM REMOVAL. Do not remove formwork until concrete has attained strength to support Its own weight, live loads, and additional construction loads and has hardened enough to prevent leakage of the mortar. I. BARS: A5TM A 615. a. NO.5 BARS.. Grade 40. b. ALL OTHERS: Grade bO. 2. WIRE: A5TM A 82. 3. WIRE FABRIC. A5TM A 185. 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: I. Sheared length plus or minus I Inch. 2. Depth of truss bars plus or mints 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 coatirugs, sealers, powdered and scaled rust and other bond reducing conditions. H. 5PLICE5 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 same mix design as concrete. SECTION 05512 - CAST -IN -PLACE COW A. MINIMUM COMPLIANCE 5TANDAR05: The following Documents govern the Work except where more restrictive items are specified: I. 5peclfications for Structural Concrete In Building, AGI 301, 2. Guide for Concrete Floor and Slab Construction AGI 502. 3. Building Code Requirements for Reinforced Concrete, AGI 318. 4. In hot weather, Work In accordance with the recommended Practice for Hot Weather, AGI 305. 5. In cold weather, Work in accordance with Recommended Practice for Gold Weather, AGI 306, B. DOCUMENT PRECEDENCE: Notations and requirements on the Structural Drawings supersede conflicting requirements of this Section. G. MATERIALS: I. CEMENT: A5TM G 150, Type I or III. 2. A66RE6ATE5: Standard weight aggregate, A5TM G 33. Refer to AGI 301-3.6 for maximum size. 3. WATER: Potable and clean. v 0 M +' o�OV�j �0 °op U M V L SP21 4. ADMIXTURE5: a. WATER REDUCER AND SET RETARDER: ASTM C 444, 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-318 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 1% total air content as determined 4 A5TM G 231 or A5TM G 138. Provide a maximum slump of 5112 inches. E. INSPECTION AND PREPARATION Do not place-coaste until - forming, reinforcement, and built-in items have been inspected and approved by the Architect. 1. SU$GRADE., Dampen subgrades not covered with membrane by sprinkling immediately before placing concrete. Omit when subgrade Is already damp. Dry out soggy subgrade before placing slabs unless wetting is uniform and placing can be done without damage to subgrade. Place slab screeds to precise elevation. Obtain the Architect's approval of subgrade and screeds prior to concrete placement. 2. FORMS: Remove dirt, sawdust, nails, and other foreign material from formed spaces. 3. 13UILT-IN ITEMS: Install pipe, sleeves, bolts, anchors, and other cast -in -place Items securely. Use templates to set built -In Items accurately. F. PLACING: I. Use buggies and metal chutes at slopes between 1:2 and 1:5 to avoid separation of aggregates. Drop concrete vertically in center; do not draw or rake concrete laterally to position. 2. Use ready -mixed concrete only. Comply with requirements of A5TM G q4 for mixing and transportation of concrete to the project. 3. Place concrete continuously in any one part of the Work. a. If a whole part of the Work cannot be placed monolithically, place to construction joints Indicated on Drawings or as approved 4 the Architect. b. Retighten forms, clean hardened surfaces, and cover with bonding compound before placing against hardened concrete. 4. Place sloped concrete from bottom up. 5. Use temporary screeds when placing slabs to maintain levels and slopes as required. Provide adequate support for screeds to maintain accurate elevations. SECTION 033'76 - CDNCRETE WRIN6, TREATMENT, AND FINISHES A. DURING MATERIALS: I. PRODUCT LIMITATIONS: Do not use products with the following characteristics. a. Leave oily or waxy residue that may interfere with future coatings or flooring adhesives. b. Discolor surfaces designated to remain uncovered. 2. SHEET CURING: White sheet materials only, complying with A5TM G Ill. 3. LIQUID CURING COMPOUND: a. TYPICAL U5E5. ASTM G 30q, clear, Type I, or Type I-D with fugitive tint. b. OPTIONAL FOR EXTERIOR PAVING: A5TM G 30q, Type 2 or Type 1-0. 4. WATER PONDIN6: Flood or spray water to keep concrete surfaces covered with water for the curing period. B. INTERIOR FLOOR TREATMENT COMPOUND: I. Gifford -Hill, -Hardtop'. 2. A.G. Horn, 'Horn One-Kote'. 3. Curecrete Chemical Co., 'Ashford Formula'. SECTION 04220 - CONCRETE MASONRY A. JOB GONDITION5: Lay no masonry when there is danger of freezing in the next 48 hours. Erect no masonry walls when there Is danger of high winds in the next 48 hours. G. FINISHING: B I. TYPICAL EXPOSED FORM FINISHES: a. Fill honeycomb, bubbles, holes, and knock off fins. b. Remove evidence of misaligned forms 4 chipping away and by patching. c. True up corners and surfaces. G. -2. -FNISHE5 FOR TYPICAL-GONGRETf FLATWi Provide -a steel troweled finish. Maximum surface Irregularity shall be IA& 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 cementitlous materials, admixtures, and aggregates shall be some throughout Work, and shall not be changed without written approval of the Architect. B. DELIVERY AND 5TORA6E. Handle cementitious 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 C 201, Type 5. 2. PORTLAND CEMENT: A5TM G 150, Type I. 3. WATER: Glean and potable. 4. 5AND: A5TM G 144. D. MIX DE516N TYPE: A5TM G 210, Type 5. DELIVERY AND 5TORAGE. Deliver, store, and handle masonry units to ovold breakage and staining. Keep units dry until installation. MA50NRY UNITS: Modular brick with tooled Joints �upp �to *--O" ap. jher ter use-umb7ed modular brick thbt has been tumbled in white slurryy and strike joints . GMU typically to be nominal 8" high, 4" tfiick, 16" long, hollow load bearing per A5TM G-CIO Type I, light -weight or medium -weight block with tooled joints. 12. 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 consfstent with the nature of the block, the mortar, and the weather conditions. E. VENEER ANGHOR5: 12 gauge x 1-1/4 Inch x q inch long stud plate with 3 x 3 triangular ties. I. 5TREN6TH: A5TM A W. 2. FIN15H. Mill galvanized. 3. WiRE DIAMETER: 3/I6 inch. 4. 5PAGIN6: 16 inch vertically and 24 in horizontally. 4. ATTAGHEMENT 5GRE 45: 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 d Barnard, Inc., PH-10 5erles Veneer Anchors with 'Byno-Tie" wire ties. F. HORIZONTAL REINFORCEMENT: I. 5TRENCGTH: A5TM A 52. 2. MAIN WIRE: 3/16 Inch diameter, deformed. 3. GALVANIZING: A5TM A 641, Glass 3. 4. 5PACIN6= 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. "5el5mlclip" or equal. 2. BID JOINT5: Spread a thick bed of mortar with a shallow furrow down the center, so the joint will be completely filled with mortar. Spread the mortar only so for ahead that the mortar will be plastic when the units are laid. 3. HEAD JOINTS: Butter the end of each block with an ample quantity of mortar and shove the block into place so that the vertical joints are completely filled with mortar. 4. WEEP HOLES: 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. A5IBLE GUT5: Gut block with a masonry saw. Provide miters on corners if necessary to avoid cut surfaces from showing. 6. METAL DOOR FRAME5.. Fill frames solid with mortar. Build in anchors. 1. LINTEL5: Provide reinforced unit type where shown. 8. HORIZONTAL REINFORCEMENT: Locate reinforcement in first two courses and then in alternating courses. In seismic zones 3 and 4, provide attachment of horizontal reinforcement to the tie anchors. Stop reinforcing at control joints. q. BOND BEAM: Install reinforcing and concrete fill as shown on Structural Drawings. 10. BUILT-IN ITEM5: Build Into place accessories Supplied by other trades for their use. II. CONTROL JOINTS: Place control joints where shown, place joints on module lines at 50 feet maximum spacing, but not greater than column spacing when related to columns. Locate joints at columns and mid span for column spacing over 50 feet. Locate joints within 25 feet of corners at intersections. SECTION 05500 - METAL FABRICATIONS A. SHOP DRAWINGS: Indicate size, material, and finish. Show locations and Installation procedures. Include details of Joints, attachments, and clearances. B. STEEL MATERIALS: I. STEEL PLATES: A5TM A 36 to tolerances of A5TM A 6. 2. STEEL PIPE: A5TM A 501 or A 500 to shapes detalled. 3. BOLTS: A5TM A 501 typically, and A5TM A 325, high strength bolts, nuts, and washers, where shown on the Draw�fi s. G. GALVANIZED MATERIALS: All exterior exposed steel and where noted on the Drawings. I. NONSTRUCTURAL PIPE: ASTM A 120. 2. IRON AND STEEL HARDWARE: A5TM A 153. 3. STEEL SHAPES, PLATES, BARS, AND STRIPS: ASTM A 123. 4. STEEL 5HEET5 A5TM A 446. 5. A55EMBLED STEEL PRODUCTS A5TM A 586, 6. DELIVERY OF HOT -DIPPED ITEMS: A5TM A 525. D. STEEL SHOP PRIMER: Apply with spray for exposed items. Apply primer free of runs and other irregularities that may require modification to achieve the specified finish appearance. E. WORKMANSHIP I. EXPOSED ITEMS: Moderate Irregularities not visible at 30 feet may remain. Mill marks may remain. a. WELDS: Grind welds to small radius with uniform sized cove. b. BOLT5: Use only flat or oval head, countersunk bolts where exposed to view. c. JOINTS: Provide maximum gap of IA& Inch. 2. OTHER LOCATIONS: No Improvement from mill finish required except preparation for galvanizing or priming. 3. WELDS. Grinding not required. 4. BOLTS. Exposed bolts permitted. SECTION 06100 - ROU6H CARPENTRY A. GENERAL REQUIREMENTS FOR LUMBER: I. STANDARDS. P5-20-10 American Softwood Lumber 5tondard and P5-1-83 Softwood Plywood. 2. GRADING: 5FPA, SPA WWPA, WCLB, and APA. 3. MARKING: Stamp each piece with the Grade Associatlon and species. 4. SPECIES: Douglas Fir or Southern Yellow Pine. 5. FINISH. 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 N the specific grading association such as the Southern Pine Use Guide, Table 2, and as Specified on the Structural Drawings. B. WOOD TREATMENT FOR ABOVE GROUND LOCATIONS: Stamp each piece of lumber with the type of treatment and amount of retention. Redry waterborne type treatment to 14% and stamp 5-DRY'. I. APPLICATION: Apply pressure or vacuum treatment. Comply with AHPB Treating Standards LP-2 or LP-3 typically. Ito Z 0 V L N 2. LOCATIONS: Provide treated wood at the following locations: a. More shown on the Drawings. b. Wood members resting on concrete or masonry. c. Grounds embedded In concrete, plaster, or masonry. d. Blocking or grounds embedded in construction in such a manner as to preveTnexposure to circulating air. e. Roofing grounds. 3. GUT TREATMENT, Treat cuts by dipping or brushing with pre5ervotive. G. PLYWOOD: Provide 175-1-83 softwood plywood marked with APA stamp Indicating quality and finish as recommended for each use by the American Plywood Association. Only p1rood with on APA stamp indicating "Exterior" or "Exposure I grades will be acceptable. D. PLYWOOD ROOF 5HEATHING: Mark each piece with APA grade trademarks as noted above. Maintain minimum V8 inch gap along edges and 1/16 inch gap across ends. Apply plywood roof sheathing using the following types of nails: I. PLYWOOD THIGKNE55 I/2 to I INCH: Use 8d common nails. 2. 5PACIN67: 6 inches at edges and 12 Inches In field. E. INSTALLATION: I. Set wood framing accurately and neatly. Brace well and nail securely. Frame at 16 inches on center or indicated on the Drawings. 2. Set wood grounds for attachment of Work specified In other Sections. 3. Use washers on bolts used to attach wood. Use galvanized bolts and washers on treated wood. 4. Use galvanized metal framing anchors, beam seats, and Qclips where indicated. SECTION 061610 - WOOD TRUSSES A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive requirements are specified. I. American Institute of Timber Construction (AITC). 2. Truss Plate Institute. B. APPROVED MANUFACTURER-5- 1. Automated Building Systems; Dept. T, Lafe Cox Drive, Box 07, Johnson City, TN 37601. 2. Gang -Nall Southwest; 4707 South Westmoreland, Dallas, TX 75237. 3. All -Pan Inc.;1101 South Loop West, Houston, TX "MO54-4602. C. LOADING Unless noted otherwise, comply Nth the strongest combination of the following: s 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. CONSTRUCTION DETAIL5: I. TRU55 MEMBERS, Stress rated lumber; 101% maximum moisture; No. I. 2. FA51ENER5: Galvanized steel gang nail plate connectors. E. INSTALLATION: Anchor trusses in place as recommended by the manufacturer and In accordance with Building Code. SECTION 06220 - MILLWORK A. MINIMUM COMPLIANCE STANDARDS: °Quality Standards of the Architectural Woodwork Industry' (AWI). B. PLASTIC LAMINATE: Submit full range of colors, patterns, textures, and finishes of plastic laminate available for selection. Ilse horizontal grade typically. Vertical grade may be used for cabinet Interiors and vertical surfaces of cabinets. Use balance sheet as required by AWI. Gores shall be 3/4 inch P5-1-83 BD Exposure I plywood and edges shall be self -edge unless specified otherwise. I. "Nevomar", Exxon Chemical Co. G. 50LID STOCK: I. M015TURE CONTENT: 8% - 13% at time of Installation. 2. NATURAL FINISH HARDWOOD: Comply with AWI "Premium" Grade. 3. PAINT GRADE HARDWOOD: Any species without coarse grain. D. 50FTWOOD PLYWOOD: P5-1-83. I. EXPOSED: Medium Density Overlay (MOO). 2. SEMI -EXPOSED: Grade B. 3. CONGEALED: Grade D. E. MATERIAL THIGKNE55E5: The following thicknesses shall apply except when shown thicker on the Drawings: I. BOTTOMS, ENDS, DIVI510N5: 3/4 inch thick. 2. FACE PLATES: Equal to door thickness with 3/4 inch minimum. 3. WEB FRAMES: 3/4 inch minimum. 4. BACKS AND DRAWER BOTTOMS: 1/4 Inch plywood, over 24 inches wide require center bottom support. Limit backs with braces to 12 square feet. 5. DRAWER FRONTS: 3/4 Inch. 6. DRAWER BACKS AND SIDES: 1/2 Inch, 1. SHELVES: Unsupported, exposed shelves 5/4 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 end5. q. DOORS: 3/4 inch minimum thickness, except when shown greater on the Drowin95. F. CABINET HARDWARE: Prepare the millwork for the installation of the hardware. G. INSTALLATION: Place level, plumb, and at right angles to adjacent work. More field cutting or trimming Is necessary, perform in a neat, accurate, professional manner without damaging the products and adjacent work. Attach securely so the products mill perform to their maximum ability without danage resulting from inadequate fastenings. H. TYPICAL GA51NM: AWI "Custom" grade with plastic laminate tops and exposed surfaces. Semi -exposed surfaces shall be plastic laminate except drawer shells shall be wood. SECTION 0'i160 - 17AMPFROOFIN6 A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Leaking water or bitumen. 2. Releasing from the substrate. B. PRODUCT DATA: 5ubmlt schedules, charts, literature, and Illustrations to Indicate the performance, fabrication procedures, product variations, and accessories. G. DAMPROOFING MATERIALS: I. DAMPPROOF MENERANE: "Tyvek" polyester film; or 2. FELT: A5TM D 226 Type I, No. 15 asphalt coated felts. 3. Attach damproofing to surface In single fashion, starting at the base flashing with adhesive. 4. Imbed domproofing into adhesive as necessary to securely hold in place. Staple sheet into plywood at the top of each sheet 8 inches on center and lap the next sheet over the staples and imbed in adhesive. SECTION 01115 - WATER REPELLENT A. PRODUCT DE5GRIPTION: I. GENERAL: Water clear, fast drying, penetrating, water repellent liquid compound. 2. VEHICLE: Water -alcohol formulation. 3. SOLIDS: 511oxone formulation. B. PROPERTIES: I. REPELLENCE; No water penetration on 5urface as evidenced by absence of wet discoloration. 2. ADHESION: No interference with the adhesion of sealants. If tests show Interference, mask off sealant areas, or apply repellent after sealants are installed. 3. SHEEN: Zero sheen. 4. DISCOLORATION: No change in color or tone. 5. RE515TANCE TO HOU5EHOLD CHEMIGAL5: A5TM D 1306, no change in color, finish or adhesion. C. APPROVED MANUFAGTURER5: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. "GP-500", Chemical Products, Oklahoma City, OK (500) 624-4356. 2. "Ghem-Trete-135M", Trocal, Rockllegh, NJ 0764 T (800) 631-1668. 3. "Dural Treat", Dural International Corp, Deer Park, NY. 1112q, (516) 586-1655. 4. Tuxboc", Glover Chemical Corp, Houston, TX 11181 (113) 880-5441. 5. "511oxone" Weather Seal, Pro5oGo, Inc., Kansas City, K5 66111(g13) 281-2100. b. "Chemstop 5M5-250", Tomms Industries Go, Itasca, 11 60143 (312) T73-1870. D. Follow manufacturer's recommended application procedures. SECTION 01211 - BATT AND BLANK -ET INSULATION C. INSTALLATION: Positively attach edges and ends to prevent gaps or openings in the vapor barrier. Install blankets with the vapor barrier to the warm side. Butt sides and edges of blankets together to avoid gaps in insulation. Do not cover insulation until the Installation has been inspected and approved. SECTION 001556-MOD I F I ED BITUMINOUS ROOFIN6 A. WARRANTY: Warrant the-Work_speaW herein foone 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, b istering, alligatoring, or releasing from the substrate. 2. Softening or becoming tacky. 3. Leakage of water into the building or within the construction. B. PRECON5TRUCTION CONFERENCE: Prior to commencing work meet with following parties to discuss the roof materials, conditions and Installation procedures. V% I. Construction Superintendent. 2. Roof Material Manufacturer's Representatives. 3. Owner G. MATERIALS: I. Base: Single ply roof system with ( modified) white granular. 2. Install: 24 ga. polntgrip metals: coping, gutters and downspouts. 3. GANT STRIP: 18" x height required; tapered fiberglass. 4. FASTENERS: 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. INSTALLATION: I. PREPARATION: Do not install roof until substrate 15 smooth, dry, and free of loose material. Remove sharp protuberances. 2. Install roof according to manufacturer's printed Instructions. 3. CLEAN-UP: Remove all roofing debris when Work 15 complete. A. MINIMUM COMPLIANCE 5TANDARD5: The following Documents govern SECT I ON 0�620 - BU I 1.D I N6 SHEET METAL the Work except where more restrictive (tens are specified: I. Federal Specification HH-1-521F, Type III. 2. American Society of Heating, Refrigeration, and Air Conditioning Engineers. 3. National Environmental Systems Contractors Association. B. INSULATION: Mineral wool or glass fiber batts or blanket conforming to E.P.A. energy conservation requirements cnd F.S. HH-1-521F, Type III. I. UL RATING: Maximum flame spread of 25, fuel contributed of 50, and smoke developed of 50 when tested per A5TM E 84 2. THERMAL RESISTANCE: "R" values are listed in the A5HRAE Guide for batt and blanket Insulation. Provide 6 Inch R-23 for roof and 6 Inch R-lq for walls. Provide aluminum foil laminated to one side with flanges for stapling application. A. MINIMUM GOMPLIANGE 5TANDARD5: The following Documents govern the Work except where more restrictive requirements are specified. I. Sheet Metal Manual of the Sheet Metal and Air Conditioning Gontractor's National Association (5MAGNA). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: 1. Leaking. 2. Wrinkling. 3. Breaks or tears caused by restraint of expansion and contraction. 8o 9-4 LF X N Z V L 5P4 G. SHOP DRANiNCfi: Indicate size, material, and finish. Show locations and installation procedures. Include detalls of Joints, attachments, and clearances. D. GALVANIZED SHEET STEEL MATERIAL: I. QUALITY 5TANDARD: A5TM A 251, coating designation G q0. 2. FINISH: a. METAL PREPARATION: Prepare surface for painting in --complionc -with-ASTM-D 2840 recommendat4or&.- b. Prefinish sheet metal with polyester enamel finish I mil minimum thickness. E. GALVANIZED SHEET GAUGES: 24 gauge minimum. I. Clips used for attachment shall be two gauges thicker than the piece they retain. 2. FASTENERS: Galvanized, cadmium, and stainless steel. F. MATERIAL COMPATIBILITY: Provide mutually compatible materials and fastening where In contact. If not available, Isolate incompatible materials to prevent electrolysis. G. INSTALLATION: I. Prime flanges and other metal in contact with roofing membrane. 2. Bed sheet metal flanges on roof membrane with flashing cement. SECTION 01655 - BASE FLASHING A. MATERIALS: Provide a synthetic elastomeric compound waterproofing material with thermoplastic fibers added for extra tensile strength and tear resistance, laminated to a 1 mil vinyl film. Provide Phox Gyp+Flash as manufactured by Phox Enterprises, Inc„ 11210 South Post Oak Rd., Houston, Texas 71035, (113) 12b-I800. B. PREPARATION: Glean surfaces free of dust, loose rust, plaster, mortar, paint dropping, and other materials that may prevent permanent adherence to the substrate. Apply primer with brush or Iambs wool roller at the rate of 250 to 350 square feet per gallon. Allow primer to dry a minimum of I hour. Remove primer from finish surfaces with Toluene or similar solvent. Use primers recommended by the manufacturer. G. INSTALLATION: Install tape at locations requiring base flashing to channel water out of weep holes. Extend membrane to wfthln 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. MANUFACTURER5: I. The Pate Company, Broadview, IL 60153 (312) 681-Ig20, Model SGEB solid top and other types as shown on the Drawings. 2. ThyBor Corporation, Addison, IL 60101 (312) 543-5300. 3. Custom Curb, Inc., Chattanooga, TN 37401 (615) 62g-6241. B. SIZES: Refer to Drawings for necessary sizes. C. COMPONENTS: I. WALL5: Galvanized steel. 2. WOOD NAILER5: Factory installed. D. Install curb assemblies in accordance with manufacturer's specffications. SECTION 0'14-120 - SEALANTS AND CAULK I N6 A. WARRANTY: Warrant the Work specified herein for 2 years against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. I. Defects shall Include, but not be limited to: a. Staining from abutting materials or filler. b. Migrating, bleeding Into, or staining abutting materials. c. Unsightly surface deformation by causes other than movement. d. Excessive color change, chalking, or dust pick-vp. e-.Falling-adhesively o, cohesivehJ- f. Hardening to more than 25% over stated hardness. 2. Warrant that sealants exposed to wtndloads 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, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. G. EXTERIOR SEALANTS AND SEALANTS FOR MOVING JOINTS: Curing type, two part bulk compounds conforming to F.5. TT-5-00227E(3), or one part conforming to F5. TT-5-001543A. Provide compounds that cure or polymerize by solvent release, moisture absorption, or catalyst. I. APPROVED BASK INGREDIENT5: Polysulflde, silicone, polyurethane, or polytremdyne terpolymer. 2. NON -ACCEPTABLE: Linseed oil or other oil base caulks, asphaltic, or coal -tar types. Acrylic, hypaion, and butyl base types. 3. 501 IDS. q6% minimum by volume. 4. CURED HARDNESS: (Shore A durometer) Maximum of 30. D. INTERIOR SEALANTS: All exterior sealants plus the following types. I. Skinning type, bulk compounds conforming to F.S. 7-5-001651, or ASTM C834, with active ingredients of butyl rubber, acrylic, hypolon, and other similar paIntable compounds. E. GONCEALfD 5EALANT5: Non-sklnning, resilient (soft), preformed, or bulk compounds conforming to NAAMM Standards 55-1a, 55-lb, or 55-Ic, with basic Ingredients of polybutene synthetic resins, olsoresinovs compounds, or similar noncuring compounds. I. SEALANT TAPE: Preformed or extruded non -curing butyl with or without reinforcement. 2. NON-AGGEPTABLE: Types which do not reseal if seal Is broken. F. SEALANT COLORS. White, black, gray, aluminum, limestone, and brown. Provide clear silicone for glass Joints. G. SEALANT MANUFACTURERS: 1. Dow Corning Corporation, Midland, MI 48b40 (800) 248-2345. 2. General Electric Company, Waterford NY 12188 (515) 231-5530. 3. Pecoro Corporation, Harleysville, PA Ig438 (215) 123-6051. 4. Tremco, Cleveland, OH 44104 (21b) 22q-3000. H. AGGE55ORY MATERIALS: I. BACK-UP FILLERS: Non -absorbent, non -staining, expanded, closed cell plastic or rubber compatible with sealants used. a. NON-5UITA5LE MATERIALS: Oil or bituminous types and oakum. b. 517E AND SHAPES: Round, square, or rectangular, to fit various Job conditions. 2. COMPRESSIBLE FILLER: a. °WIII-Seal', IllbruckN5A, Troy, MI 48054 (513) 555-430. b. "Emseal", Emseal, U5A, Inc. Stamford, CT Obg03 (203) 322-3828. 3. PRIMERS, GLEANERS, TOPGOAT5: Use only materials listed as suitable in sealant manufacturer's instructions. Test for staining, compatibility, and durability before proceeding. I. INSTALLATION: -Proceed only when -conditions- ar"vitabie 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 d Waterproofers Institute's "5EALANT5: The Professional Guide' for joint design and installation details. SECTION 06112 - HOLLOW METAL DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following. I. Indentations, rust, and surface defects. 2. Inadequate or misplaced hardware reinforcement. B. MINIMUM COMPLIANCE STANDARD: Provide Steel Door Institute 'Standard' 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 CONSTRUCTION: Provide standard I6 gouge 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. C. APPROVED MANUFACTURERS: Specifications are based on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Visawall - Contact Gary Cobb I-SOO-811-I1gl 2. Kowneer Co. Inc„ Norcross, GA 300g2 (404) 44q-5555. 3. Amarlite Div„ ARCO Building Products, Philadelphia, PA 141102 (215) 551-2000. 4. Marmot Corporation, Wausau, WI 54401 (715) 545-5242. D. MATERIALS. Extruded aluminum alloy 6063 T5 or comparable alloy as required for specified finish. E. DOORS: I. SWING ENTRANCE DOORS: a. Provide "Visawoll Series 212' narrow stile, aluminum and glass entrance doors manufactured by Vistowall. Equivelant products of above listed manufacturers are acceptable. b. Hardware: Provide entrance doors complete with PH-12 pull and P545 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. Vistowall D-120 or equal. 2. CONNECTIONS: 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. F. FRAMING: Specifications are based upon Vistowall 2000, Isi4 x 4-1/2 inch framing system, adapted to accept 1 in. glazing, manufactured by Vistowall Co. Equivalent products of above listed manufacturers are acceptable. I. No exposed fasteners allowed in finished Work. Provide factory assembled framing members. 2. Framing reinforcement: Provide reinforcement, If necessary, to achieve structural requirements, including, but not limited to, resistance to specified wind loads, dead load, end edge pull-out. 3. Use x-pander splice sleeve at all splice locations. G. GLAZING: 1/4 inch minimum tempered glass with neoprene gasket. H. ALUMINUM FINISH: REFERENCE ARCHITECTURAL DRANINGS. I. INSTALLATION: Install units plumb, level and in true plane. SECTION 06523 - Anchor securely to abutting materials as Indicated on the ALUM I NUM STOREFRONT DODRS AND FRAMES fa e and aabbuuttting for quiet operation. Glean glass, A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Rough operation of moving parts. 2. Loose parts or Installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. 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 parts or Installation. 3. Water leakage. B. PRODUCT DATA: Submit schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. C. APPROVED MANUFACTURERS: 5pecifications are breed on first named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. Giuiksery - Division of M.G.E. Systems Corp. P.O. Box 40466, Houston, TX 11240-0466. Phone (715) 462-6231. 2. Ready Metal Manufacturing. 4500 W. 41th Street, Chicago, IL 60632. Phone - (30316-4550. D. ALUMINUM FINISH: To match store front windows. E. INSTALLATION. Install units plumb, level and in true plane. Anchor securely to abutting materials as indicated on the Drawings. Adjust for smooth quiet operation. Glean glass, frame, and abutting materials. -. SI8MITTAL:_ include Intallation-literature with -bid. SECTION 06700 - 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 or directed by the Owner. B. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive requirerffents are specified. I. NF PA Pamphlet No. 101. 2. AN51 AIII.I. 3. NFPA No. 80. 4. UL Certification. SECTION 05600 - 6LASS AND 6LAZIN6 A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I. Glass shall conform to Federal Specification DD-G-4510 and DD-6-14038(l) qualities highest of their category. 2. Installation shall conform to requirements of Flat Glass Marketing Association "Glazing Manual'. 3. Consumer Product Safety Act and the standard for architectural glazing materlals (16 GRF 1201). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing on objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Thermal breakage. 2. Installation of wrong size glass. G. TEMPERED GLA55: Tempered plate, 1/4 inch minimum thickness, clear, or as scheduled, AN51 Zgl.l. D. INSTALLATION: Install materials in accordance with glass mcmfacturer'5 recommendations using workmen skilled in this type of work. Install glass without binding, warping, or strain. Thoroughly bed and back putty glass set with glazing beads and moldings. Where glazing beads are provided, carefully remove and reset, using caution to avoid marking or In any way defacing Work. E. GLEANING: Remove excess compound and leave glass and surrounding area clean. Glean glazing surfaces with non-stain►ng solvent or detergent. Remove and replace improperly set, broken, cracked, and unacceptable glass. SECTION 0101266 - 6YPSUM WALLBOARD SYSTEMS A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I. ANSI Agl.l. 2. Gypsum Association Specifications. 3. ASTM G 154. 4. ASTM G 840. B. fR4MIN6: Refer to Rough Carpentry. C. WALLBOARD: Provide standard gypsum board, ASTM C 36, fire -rated board, type "G" or "X", ASTM C 36, moisture resistant board, ASTM G 630. D. TRIM AND AGCE55ORIE5: Galvanized steel, provide I% Reinforced Our -A -Bead corner beads, U55 200-A trim, and U56 00 expansion joints. E. APPLICATION TO WOOD FRAMING: I. LEN6TH5: Use longest practical lengths. Small pieces permitted only as necessary to fill the spaces. 2. DIRECTION: Long direction across framing except vertical application may be used on walls provided boards reach to ceiling in one place. 3. ORDER OF APPLICATION: Ceilings first. 4. BOARD CONTACT: Apply so edges touch. Do not force fit. 5. END JOINTS: Must occur over supports. Maximum gap is 1/4 inch. 6. STAGGERED 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 walls, I Inches for ceiling. c..FIELD SPACING: 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 More needed to cover exposed ends of board. Provide floated f lange design, except where exposed type is shown. 6. JOINT FINISHING: 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 TOLERANCES.- 1. VISUAL: Any nicks, bumps, out of level, or out of plumb areas detectable by the naked eye must be corrected. 2. WALLS: Maximum deviation from vertical is 3/6 Inch. 3. BUMPS IN BOARD: V8 in 24 inch maximum. 4. CORNERS: Maximum out of square 3/16 inch in 16 inches. SECTION 001510 - aMRAM I C TILE: A. MINIMUM COMPLIANCE STANDARDS: Furnish ceramic the conforming with the standard grade requirements of TGA 131.1. Provide a Master Grade Certificate signed by the Contractor and manufacturer for each type of tile, certifying the grade, type and quantity of tile, as well as identification information for each container of ceramic tile. Provide materials obtained from a single source for each type of 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 1521T (214) 346-1411 Tile shall conform to requirements of ANSI 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. ORGANiG TILE AD1­IE5IVE (FOR WALLS): Comply with AN51 A I36.1. Provide primer -sealer as recommended by adhesive manufacturer. 3. 6ROUT FOR PORCELAIN TILE: Refer to Finish Schedule. 4. FLOOR TILE: Furnish the which conforms to requirements of AN51 131.1. Refer to the finish schedule for manufacturers, types, and sizes. G. INSTALLATION: I.- Layout-tile-wo+r-k using�aeld-tNe-and�r-im shapes � shown. Extend the work Into recesses and under equipment in spaces shown or scheduled to receive tile. Accurately form Intersections and returns. Carefully grind cut edges of the abutting trim, Finish, or built-in Items for straight, aligned Joints. Fit the closely to electrical outlets, piping and fixtures so that plates, collars, or covers overlap tile. 2. 6rovt In accordance with manufacturer's recommendations and applicable AN51 standards. D. TILE DETAILS: I. ED6E5: Typically eased edges where exposed. Use bulinore only where shown. 2. INTERNAL VERTICAL CORNERS AND CEILING WALL JOINT: Square. 3. COVE BASE: Match floor the except where shown otherwise. 4. COLOR: As selected by Architect and approved by the Owner. E. EXPAN51ON 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: I. CENTER PATTERNS: Arrange layout so no the Is smaller than half size, except when controlled by other areas. Avoid narrow slivers of tile. 2. JOINT PATTERN: Align joints in both directions when square or rectangular the Is used. Lay parallel to floors and walls. 3. HEIC-W5: Extend the to nearest height without cutting tile, where the height is dimensioned. 6. GLEANING: I. Leave finished the installation clean and free of cracked, chipped, broken, unbonded, or otherwise deFective work. SECTION 091510 - ACOUSTICAL CEILIN69 A. EXP05ED GRID 5Y5TEM: Provide direct hung suspension system complying with ASTM G 635, intermediate duty main runners and minimum 10 Iblllneol foot cross tees, with smooth matte white painted finish. I. WALL MOLDINGS: BAb Inch angle molding as manufactured by the suspension system manufacturer. 2. HANGWIRE: 12 gauge annealed. 3. COATING: 6alvananized. 4. EXP05ED FINISH: Factory flat white enamel. 5. APPROVED MANUFACTURER: Donn Gory., Westlake, OH 44145 (216) 811-1000. B. ACOUSTIC CEILING BOARD: Vinyl faced fiberglass and or vinyl faced gypsum board. I. TYPES Refer to the Finish Schedule. 2. SIZE: 24 inch x 24 Inch x 5/8 or 3/4 inch. 3. N015E REDUCTION COEFFICIENT: 30 - .60 type 1 mounting. 4. SOUND TRANSMISSION CLA55: Minimum 35 to 3q db. 5. FLAME RESISTANCE: Glass A, incombustible per F5. 55-5-118A. 6. FLAME SPREAD: Glass 1 (0-25) per ASTM E 54. 1, APPROVED MANUFACTURERS: Use only one manufacturer's products. a. Armstrong World Industries, Inc., Atlanta, 6A 303301 (404) q55-1688. The-Gelotex Gorp. Tampa; f L336OT-(813)-&n-4554. c. United States Gypsum Go., Chicago, IL 606064385 (312) 321-4000. G. Install suspension system in accordance with manufacturer's relevant specifications and ASTM G 636, D. SPAGING AND SUPPORT: I. Space hangers minimum 6 Inches from end and 4 feet between ends. 2. Provide additional hangers for items to be supported by ceiling suspension system to prevent eccentric deflection or rotation of support. 3. Support main runners directly from hangers; do not bear on walls or partitions. 4. Space main runners to support acoustic panels and other Work resting in or on the cellfng. 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. E. ACOUSTIC GEILIN6 BOARD: Install ceiling board and the in accordance with manufacturer's specifications. F. COMPLETION: I. Repair or replace damaged work. 2. Gleam premises of soiling and litter From Work specified in this Section. SECTION OW16 - 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, shrin" or cracking. 2. Softening or discoloring. 3. Coming loose. B. APPROVED MANUFACTURERS: I. Roppe Rubber Corp., Fostoria, OH 44803 (500) 531-G 521. 2. Burke Flooring Products, San Jose, GA c5112 (408) 2q1-3500. 3. Flexco Division of Textile Rubber Co,, Tuscumbia, AL 35614 (205) 383-1414. G. MATERIALS: I. Material: Rubber. 2. Size: 1/5 inch thick x height shown on Drawings. 3. Color.. As selected by Architect from full manufacturer's range. D. APPLICATION: I. Bvtt ends to hairline fit; avoid stretching. 2. Place base with Joints under compression and so toe continually touches flooring. v L SP6 SECTION 0414100 - PA I NT I N6 1. Complete sanitary plumbing system for the gilding B. Piping shall be installed with adequate provision for expansion and contraction using swing joints, pipe H *' k Q F A. WARRANTY: Warrant the Work specified herein for one year G. GOMPATIBILITY OF PAINT TYPE5: Verify the compatibility of each a of finish coat with primers and between field with connections from the fixtures and plumbing equipment indicated on the drawings to the public clamps, anchors, and expansion joints. Fittings shall be 5o spaced that they will not interfere with 511ding b x 010 •r+ ip against becoming unserviceable or caul an objectionable 9a causing j appearance resulting from either defective or nonconforming coats. Men necessary, switch paint types or use a block coat to avoid interference between paint types. sanitary sewer include t If necesaor or to y �� y� of pipe on supports. o materials and workmanship. Defects shall include, but not be private disposal system. 5. Gleanouts: • 040 w Oi limited to the following: H. TYPICAL EXTERIOR 5Y5TEM5 2. Installation of water piping and equipment 000 S I. GALVANIZED METAL: connections including water service Imes and A. Cleanovt5, same size as pipe, shall be installed in Imes direction " 0 Q� 1. Noticeable dl5coloratton, streaking, blooming, darkening, I coat Zinc dust, cement primer, or epoxy ester. meter 6 required. soil and waste at every change of and C � � or fading. 2 coats Semi -gloss exterior enamel. 3. Furnish and install plumbing fixtures as shown on 5ht. P-I, at every 50 feet of run whether shown on drawing or ~ p 0 2. Mildewing. 3. Peelln , crack blister alll ator or releasing g ¢'9� 9 n9 2. STEEL OR IRON: (Regular primer by fabricator) 1 coat Touch-up of primer. 4. Work excluded: Noted on drawings. not; and shall be accessible in cases. Mon occurring in finished wail or floor, set flush with surround( n9 t` Q•I ►+ U from the substrate. Gf�alking or '*S eIrrxcessive y. I coatlIntormedtatePron oxide primer- 2 coats (Finish) Semi -gloss exterior enamel. 2, General Re ulrements: q surface. cvk fashion. 5. Changing sheen to becoming 6. softening or becoming tacky. 3. ALUMINUM TRIM: re / ime per mf 'r P P � P g " A. Equipment furnished shall fit the space available, with 6. Vents: I coat recommended primer connection, etc., in the required locations and with q A. Vents shall extend not less than 10 inches through the B. SUBMITTALS: submit full range of colors, patterns, textures, 2 coats acrylic urethane at � co� Acryllthone by Jones Blain Paint Go. or equal. adequate space for operating and servicing. The draw( 5 are generally diagrammatic and Indicate the rg 9 9 agr roof. They shall be gathered together where possible and finishes available for selection including the following: I. COLOR CHIPS: Provide complete set of color chi for o"P Ps 4. PAVEMENT: (Traffic lines) manner and method of the installation while the into one vent as shown. .,, color selection. I coat Zone marking paint. fications and fixture list denote the and 5 �cl�� 1. Flashing: 2. SMALL APPLIED SAMPLES: Provide pieces of actual material quality of material and workmanship to be used. A. openings in the roof for vent pipes shall be flashed on which paint will occur, with minimum dry mll thickness of specified paint. 1. TYPICAL INTERIOR 5Y5TEM5: 3. Piping: and soldered water -tight. Flashing for pipe shall not 3. SIGN SAMPLES: Provide full rage of varying sheens when sheens are controllable by intermixing. I. PAINTED WOOD: I coat Oil base enamel undercoat. A. Sanitary Piping: be lighter than 4 b. per 5q. ft. Sheet lead arid Shall be made of two pieces. The lower piece shall be at 4. MATERIAL L15T5: Give the manufacturer's name, product 2 coats satin enamel' 2. GYPSUM DRY WALL: least 14" square. The top piece shall fit tightly and name, number, and generic description of each proposed I coat sealer and primer. Gast -Iron no -hub pipe or Code approved plastic shall be shall extend to the top of the pipe and turn down � oduct and Its use. Provide product data sheets if so 2 coats Oil base enamel. used for soil and vent pipe In or under concrete and trade the pipe at least I". cn C. requested. 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 Accessorle5` �1 D. PREPARATORY WORK: 2 coats 5eml-gloss enamel. Nth reference to each other. Open ends of pipe shall A. Gate Valves. 2-1/2 inches and smaller, Crane No. 431UB v I. PROTECTION WORK: Arrange procedures and devices to be temporarily closed with wood blocks at and of each or equal, screwed, 125 P51; 3 inches and larger, Crane '- 0 a protect other Work from disfigurement and physical damage. Repair or replace materials damaged as o rewit SECTION 10610 - TOILET ROOM ACCESSORIES working day. Grades shall be not less than 1/8 " per foot unless noted. Standard weight wrought steel Pipe No. 351-1/4 or equal, flanged, 125 P51. In copper Imes use Nibco 5235 or equal. of the Work of this Section. 2. STEEL AND IRON: Remove grease, oil, and dust, said items touch-up chipped aid abraded places on items that have A. PRODUCT DATA: Submit schedules, charts, literature, and Illustrations to indicate the performance, fabrication to conform with A_5A, specifications 8-36. Article 10-ICIN shall be used for vents with inside diameter of B. Globe Valves. 2-1/2 inches and smaller, Grane No. 7 or � been shop primed, using some type of primer. procedures, product variations, and accessories. 2-1/2" and less. equal, screwed, 125 P51; 3 fiches and larger, Grano PSI. In 3use 3, CONCRETE, MASONRY: Gheck for high moisture and alkali If high alkali Is present, neutralize to B. MINIMUM COMPLIANCE STANDARDS: The following Documents govern Work B Water PtPfi9i copper N or equal, orflaequal. lines Imes use NQaco 5235 or equal. acontent. suitable levels. the except where more restrlctive items are specified: = I. AN51 Aill.l. Copper pipe shall be used for all water supply piping G. Valve Boxes and Valves. Valve box shall be cast iron on 4. 5U65TRATES GENERAL: Provide normal minor patching on surfaces provided under other sections of this Work. G. APPROVED MANUFACTURERS; I. Bobrick Dispensers, Inc. P except service from meter to building. Type "L° hard epg. drawn copper shall be used for pipe not set under opp P P with cast Iron cover secured to box with brass cap screws. Valve Shall be Iron body, bronze or brass Q VV Excessive patching or treatment 15 not included to this 2. Charles Parker Co. concrete. Type "K' soft copper shall be used for trim, wed a 125 d WP. and shall meet AMA g types P Section of the Work. 3. Bradley Washfountam Go. Specifications. E. MANUFACTURER'S INSTRUCTIONS: Follow the manufacturer's preprinted Instructions as a minimum requirement for the use 4. Watrous, Inc. tng D. MOUNTING LOCATIONS: Refer to the Draw s. When not shown, piping under concrete. Fittings shall be wrought copper throughout. Dielectric coupling shall be copper D. Check Valves. In co Imes use Nibco No. 5433 or � and installation of his products. . APPEARANCE: I. APPEARANCE: Provide uniform color, texture, and sheen. r, submit manufacturer's recommendations for locations and mounting height before proceeding. installed at any material change m system. Gut pipe equal. q Do not smear, spatter, run coatings over accurately to measurements established at the gilding E. Dielectric Fitting. Nonferrous, Epco Sales Go., adjoining colors or materials. Gut -in Imes 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 straight. dislocation or vandalism. Attach each item plum and level and fittings shall be free from burrs, and firs; and copper pipe and ferrous pipe and equipment. r- F. PAINT THICKNESS: Provide the following minimum dry film in the locations indicated. pipe ends reamed and cleaned. Joints shall be soldered with Streamline q5/5 m p thickness per coat: Solder. F. Provide traprimers for nearest sink or lavatoryto Poor O 1. INTERIOR: I mil. DIVISION 15 - MECHAN I GAL hub drams or drams equal to J. R. Smith q ,.., V � 2. EXTERIOR, a. ENAMELS ON METAL: I mil. I. Work Included: 4. Pipe Hangers and Supports: °Primeze'. � b. ACRYLIC URETHANE GOATINIG: per manufacturer's A. Provide materials, equipment, labor and services A. Horizontal Suspending piping shall be supported by q. Fixtures: S_ recommendation. c. LATEX PAINTS: I mil. necessary for the installation and placing into operation a complete pluming and piping system as Crawford Fig. L2 or equal odjv5table steel ring hangers with solid rod supported and tvrngckle5 capable of A. Fixtures shall include brackets, cleats and anchors a d. METAL PRIMERS: 1.5 m115. Specified and shown on the drawings. crew adjustments after installation. Hanger spacing required for support. ,.., 7 e. UNDER GOATS: 15 mils. f. OIL PAINTS: IS mils. B. The work in general shall con5lst of, but 15 not for cast iron pipe Shall not be greater than 5 feet; B. All pluming fixtures shall be "first quality' as n`y 9" TRAFFIC LINES: 25 mils. limited to, the follow for other pipe, not greater than 10 feet. Hangers defined and set forth in commercial standard G5-36 as 1�R+. 3 3. mTEST: Use visual observation gauge that shall be provided at offsets and changes in direction. ° " promulgated by the U5. Department of Commerce. All110 measureseasures ' V° shape Scratch. Hanger rods shall be 3/8 for pipe under 3", 1/2 for 3", enameled iron fixtures are to have acid resisting white pipe above enamel. 0 4 1 G. Fixtures and fittings shall be from one manufacturer in location. 13. Access Panels: 3. Equipment and Materlal: 2. Manual shows methods of fabrication, dampers, 0 M WOb and of similar character any room or A Furnish access panels where indicated on drawings and louvers, air intakes, etc. Use the Manual unless G Escutcheons, handles, etc, on different fixtures shall be of the same design. All fixtures and fittings shall where required to permit access to concealed equipment for re Access Heir, A. In no case shall smaller equipment be installed than that manufactured products are specified t' l o eration, maintenance and air. P P specified or indicated. ° 3. Use fibrous glass I thick standard duty duct board. I be submitted fora oval with cuts and full approval description. All exposed metal not otherwise specified shall be sized for service, however, not less than 10° x 10', complete with frame, anchor straps, hinged 4. Ducts: 4. Hangers and supports are to be according to Plate • H WON shall be polished chromium on brass or bronze. All P door with screwdriver or key -lock and finished coating NO.20 of Manual. �� y too 0 supply valves shall have renewable seats and discs. of paint, unless otherwise noted on drawings. These A. Ducts shall be fabricated by skilled mechanics and F. Roof Curbs at HVAG units. G All hot and cold water supplies to fixtures shall be panels shall be turned over to the General Contractor installed fi a workmanlike manner. F4� 00 provided with s Provide cast brass P-tra with Pr Ps as construction progresses, with Instructions as to t� Qa .� U cleanovt for each lavatory and sink except as their proper locations. B. Transitions, fittings and elbows shall be constructed to 5. Insulation: - specifically noted. - 5—.-Access parret�shall be�txrr#Z-13T6�r #Z-13Ti,� offer --a- minimum-of-notse and r�ststarue. kVhere space Pa D. After plumbing fixtures are set the crack between the J. R. Smith #4160, or #410. permits, elbows shall have a radius of 1-I/2 timer, the width (or depth) and transitions shall be gradual with A. Supply ducts outside of the conditioned spaces shall be Insulated with 2° of #15 Ultralite or equal with the fixture and the wall shall be caulked carefully with Tvbtfte as manufactured by American Fluresite Company 14. Excavating; A. Perform necessary excavating and backfllling for inside changes not exceeding I° in 4'. Yftn structural conditions necessitate, fittings and elbows shall be made insulation securely wired on with overlapping joints so that there are no voids. Raw edger, of insulation shall or approved equal, and outside plumbing lines, and accesr,ortes. Excavating sharply as required but with vanes as recommended by be sealed. E. Connections to Equipment: shall be true to line and pitch. Backfill shall be A514RAF Gulde. Right angle branch take-offr, to grilles n j �} placed in layers not over 8° in depth, each layer and registers from the main shall be made with the use of I. 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 to distance 10' from the by Owner or under other sections of these adjacent undisturbed earth. Puddling with water to G. Ducts shall be securely supported with strap Iron or equipment a of unit, or as (p 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 #500 - 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 prevent water hammer. After completion of work, 15. Tests and Inspections: 12. 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 cn thoroughly cleaned. with regulating authority or under direction of Owner I. Sheet metal work shall be in accordance with 'Low fiberglass ducts. Equipment to be properly vibration isolated so as to minimize equipment operating noise 10, Pipe Insulation: or his representative. details shown in latest edition of Velocity transmission. O Z tDuct Construction Standards° referred to as ... 4 A. Domestic hot water pipe and drain piping from water ' 'Manual", and published by sheet Metal and Air Conditioning Contractors' National Association, G. All insulation work shall be performed by a recognized coolers shall be Insulated with I/2 thickness foamed plastic insulation equal to Armstrong, Johns -Manville DIVISION 15500 - AIR GOND I T I ON I N6 1Noshington, D.G, unless otherwise indicated insulation contractor specializing in commercial and Industrial projects, installed in accordance with or Curtin -Bacon. Insulation shall be applied in accordance with manufacturer's recommendations. Miter I. Work Included: 2. Manual shows methods fabrication, dampers, manufacturer's recommendations. (n � cut fisvlation to fit pipe fittings. Seal all joints louvers, air intakes, etc. Use the Manual unless the D. Insulation, vapor barrier, adhesive, sealer and covering � to d fi the insulation with approved cement. PPr A. Provide materials, equipment, labor and services for manufactured products ore specified. installed as lining or covering shall possess a flame x B. Where shown on the Drawing, or required by governmental the Installation and placing Into operation a complete heating and cooling system as specified or 3. Use low carbon galvanized steel of lock forming spread classification not exceeding 25 without evidence of continued progressive combustion and a smoke developed ,o agencies having Jurisdiction, at lavatories for a indicated with minimum galvanizing of 125 ounces quality, 9 9 foot trade rating not exceeding 50. Flame spread and smoke handicapped persons provide Johns -Manville °Aerotube° per square with name of manufacturer and developed test procedures shall comply with ASTM E34T and Insulation, with point coat on hot water I name stamped on each sheet. shall be U1. listed accordingly. a P � DPP � B. The work fi general shall consist of, but is not tailpiece, and trap. limited to the following, 4. Flexible connections. For all duct connections to 6. Ventilation: ll. Sleeves: A. be Schedule 40 1. Equipment to as secified ether with necessary P g each fan P 9 or Vent las (Yentfabrfcs, Ir>G�equal, fabric, flexible A. Provide supply and exhaust fans of the size and type Pipe sleeves shall steel pipe galvanizedrounds ducts, grilles, registers, controls, piping, low neoprene coated glass indicated. All fans and ducts shall operate without a after cuttingto le or 14 gouge fabricated steel � 9 9 voltage fors, control writing, hangers, stands connections, minimum 4 fiches wide with at least objectionable vibration or noise. The motor or entire j sleeves galvanized after fabrication. Install wherever g equipment supports, flashing at equipment, duct I Inch slack. assembly shall be isolated from the structure with pipe s through floors or walls above or below pp passe ug lmu grade. 51ze sleeves to allow mfnm clearance between d a Insulation, unless otherwise noted. anpipe 5. hangers and supports. Use bond iron hangers for approved type of isolation absorbers. pipe and sleeve or between insulation and sleeve. Use 2. Related Work: Openings for ducts, rifles, g ducts 36' or smaller In width, bend each hanger B. Power roof exhausters shall have a steel frame and .QG * oakum caulking between pipe and sleeve, sealed with a hot poured plastic waterproof compound. Anchor sleeves registers electric service the equipment (except over on bottom of duct as in Plate No. 15, and fasten with metal screw. Use trapeze hangers, for aluminum or fiberglass housing.Fars shall be direct g n` s In walls and floors. Floor sleeves to extend control wtr and finished painting. p P ° ducts greater than 36 in width. drive or nee belt driven using cast iron sheaves. The motor sheave shall be variable pitch for plus or minus � F ,s 1/4 ° above floor. 2. General Requirements: E. Fiberglass Duct Work: 10 percent variation from rated speed. The entire P 2 12. Water Heater: rotating assembly and motor of each fan shall be isolated A. Install as per manuf. recommendations. P A. E u1 nt furnished shall fit the a available, with Equipment connection, etc., in the required location and the I. Fiberglass duct work shall be in accordance with °Fibrous to event the transmission of vibration into the Pr structure. The hood covering the fan motor and drive n., a.. adequate space for operating and servicing. The drawings details shown in latest edition of Glass Duct Construction test5tana rdo° referred 5 71 shall be hinged and provided with an approved locking are generallydiagrammatic and indicate the manner and *Manual°, and published by Sheet Metal and Air device to fasten hood in closed and open positions. Bird screen of 1/2 ° aluminum hardware cloth shall be provided c, L method of the Instollation while the specifications and equipment list denote the type and quality of material Gonciltioning Contractors National Association, for all fan outlets. Self-acting dampers ore required. Washinon, PL., unless otherwise indicated. v and workmanship to be used. Provide nonfusibie disconnect switch at each fan.$ 1. Registers, Diffusers, and Grilles: A. Registers, diffusers and grilles shall be furnished and installed in sizes and at locations shown on the drawings. Accessories such as dampers, air volume extractors shall be provided as noted on the drawings. Registers shall be equipped with a gasket behind the face flange which shall make an air tight seal between the outlet and the wall. Outlets shall have sufficient evenly spaced mounting screws to permit drawing the face flange tightly against the mounting surface, and compressing the gasket material Into an air -tight seal without bending or bowing the face flange of the outlet. All outlets shall be Installed plumb, level and parallel to the building walls or floors. 5. Electric Hiring. A. Mechanical equipment having electric motors shall be furnished with necessary control devices for the protection of each motor and for automatic and/or manual control. B. Electric wiring is Included under the electrical section of the specifications except low voltage control wiring. The Contractor shall furnish temperature control, magnetic starter, and other control switches and devices to the electrical Installer. Room thermostat and control switches shall be furnished as shown or directed, and controls, relays, starters and wiring shall conform to the governing electrical codes. 01. Excavation, Gutting and Fitting: A. Perform the excavation, cutting, fitting, repairing, and finishing of the work necessary for the installation of the equipment specified herein in accordance with 02220. No cutting of the work of other trades or of any structural member shall be done without the consent of the designing Engineer. 10. Final Tests: A. Before acceptance and final payment, demonstrate that all apparatus is functioning properly and efficiently. Balance air quantities for even temperature throughout, adjust controls, and in general place the system into operation. Start-ups for the first heating and the first cooling season shall be performed as part of the contract. II. Guarantee: A. The Contractor shall guarantee all material and equipment to be free from defect of material and workmanship and shall replace or repair without cost to the Owner all defective material and workmanship for a period of one year. 12. Instructions: A. Contractor shall instruct the Owner in the proper operation and maintenance of the equipment. 2 SECTION 16000 — ELECTRICAL SYSTEM I. Work included: A. Provide materials, equipment, labor and services necessary for the Installation and placing into operation of a complete electrical system as specified or indicated. B. The work in general shall conslst of, but is not limited to, the following: i. Furnishing and installing fixtures with lamps, unless noted otherwise. 2. Furnishing and installing electrical work, panels, service conduit, wiring, etc, for outlets and equipment. 3. Furnishing and installing telephone outlets, conduits, wire and terminal boards including conduit and wire from telephone terminal board to the building entrance as Indicated. 4. Temporary Construction Power: Furnish and Install temporary construction power wiring as required to provide sufficlent power and lighting for construction needs. Obtain temporary electrical service in the name of the Owner. Provide temporary lighting as required by Occupational Safety and Health Act for Adequate illumination for construction and safety purposes in accordance with Section 01500. General Requirements: A. Equipment furnished shall fit the space available, with connection, etc, In the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and indicate the manner and method of the installation while the specifications and fixture list denote the type and quality of materials and workmanship to be used. Equipment and Material: A. Materials furnished under this contract shall be new, free from defects of any character, and shall conform with the standards of the Underwriters Laboratories, Inc., in every case where such a standard has been established, and shall be so labeled. B. Where two or more similar type items are furnished, all shall be of the some manufacturer, e.g., disconnect switches shall be of the same mawfacturer unless otherwise noted. G. Material and installation methods used shall be in accord with the latest and approved electrical and mechanical engineering practices. 4. 5ervice Entrance Equipment: A. 5ervice entrance equipment shall be in accordance with the requirements of the Municipal Governing Body and shop drawings shall be submitted to the serving Utility for approval by same. 5. Ponelboards. A. Each panel shall be provided with door lock and two keys, keyed alike. Each panel shall be provided with written sheet installed on door,_ identifying the use of the branch circuit. Panels shall be flush mounted except as otherwise indicated. Panels shall have copper bussing as manufactured by Square D, ITE, 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 Sherardized Steel shall be used for wiring in or under concrete or earth. Conduit in earth coated and wrapped with Ployken 0100 tape or code approved PVC. G. All conduit above grade to be metallic composition. 1. Wire: A. Soft drawn annealed copper having conductivity of not less than c15% of that of pure copper, uniform in cross section, free from flaws, scales and other ImperFectlons. I. Insulation: Type THHN for branch wiring of size #6 and smaller and as specified for feeders. Use Insulated wire from recessed fixture outlet to Junction box. 2. 51zes: No wire smaller than #12 shall be installed for lighting receptacles, or other circuits. 3. Grounded Conductors: No smaller than #8 copper encased in rigid steel conduit. 5, Miscellaneous Materials: A. Safety Switches: Heavy duty and general duty as required and/or as noted on drawings. Use NEMA-1 for interior use and NEMA-3 for exterior use. B. Fuses: Bussman Mfg. G. Conduit 5trops: 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 Briegel. G. Flexible conduit and fittings: Equal ual to California Conduit and Gable Company, Inc. x H. Liquid tight conduit and fittings for all exterior and equipment connections. too I. Outlet boxes, plaster rings, etc.: Equal to RACO. J. Gondulets: Equal to Grouse -Hinds. S 4 K. Wire and Gable: Equal to general cable and/or simplex.'" U L. Devices. Equal to Hubbell, switches 1220 receptacles (5262-U. M. Device plates: Slater", "5to-Kleen", and "Medalist Flip -Lid" for weatherproof locations. p�. END OF 5PECIFIGATIONS } z 0 r•r V L F. Rigid conduit locknuts and bushings: Equal to T 1 B. S" BUILDING PERMIT CZT �.. COLLEGE STATION, TX 77840' PHONE: (979) 764-3570 FAX: (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00002923 Date 9/23/03 Property Address . . . . . . 3998 SH 6 S Property ID . . . . . . . . . 509500-0200-0064 R # . . . . . . . . . . . . . R95151 Application description . . . RESIDENTIAL, REMODEL & RENOVATION Subdivision Name . . . . . . PONDEROSA PLACE #2 Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 19945 Owner Contractor ------------------------ TIGER HOLDINGS, INC ------------------------ PREMIER BUILDERS 2920 CAMILLE DR CHARLES TAYLOR COLLEGE STATION TX 778457722 1700 GEORGE BUSH DR E #100 COLLEGE STATION TX 77840 (979) 695-7766 -------------------------- Structure Information ------------------------- Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . IMPACT/PRORATA FEES PAID NA HEATED AREA 625.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 1.00 NUMBER OF BEDROOMS 1.00 SEWER TYPE PUBLIC SERIAL ZONES 241.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . MA Permit Fee . . . . 110.00 Plan Check Fee .00 Issue Date . . . . 9/23/03 Valuation . . . . 19945 Expiration Date . . 3/22/04 Qty Unit Charge Per Extension BASE FEE 15.00 19.00 5.0000 THOU BLDG, VAL 1001-50000 95.00 ---------------------------------------------------------------------------- Special Notes and Comments ELECTRICAL SHALL BE INSTALLED PER 199 NEC & LOCAL AMENDMENTS POST PERMIT CARD ON JOB SITE REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT TEMPERED GLASS REQUIRED WITHIN 24" OF DOORS Provide accessible means of egress from new door to existing sidewalk. ---------------------------------- BUILDING DEP -R RESENTATI ------ -- --- ---------------------- APPLICANT BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00002923 Fee summary Charged ----------------- ---------- Permit Fee Total 110.00 Plan Check Total .00 Grand Total 110.00 Page 2 Date 9/23/03 Paid Credited Due ------------------------------ 110.00 .00 .00 .00 .00 .00 110.00 .00 .00 ------------------------------------ ----- ---- ----------- - BUILDING DEP RESENTATI APPLICANT: . APrL-ICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CI.COLLEGE-STATION.TX.US ADDRESS/LOCATION: 51118 � &s. Av t v% u e. 50, "4-k LOT BLOCK SUBDIVISION 4&cA BUSINESS/OWNER NAME: _Lle.__ Ars fit h S PHONE: to 17 CONTRACTOR/HOMEOWNER: �rc�,,i Gr tJtAI t irs I c PHONE: (05 CONTRACTOR ADDRESS: �� C1�-'C�u►irve YJ'uSI� ,t5f-loo- �.5. "�p( -��, gc�a ELECTRICIAN: PLUMBER: HVAC: GOOD CENTS* (Residential only):, "CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partlal)' ADDITION MOVING SHELL ONLY DEMOLITION {Asbestos Survey) NEW CONSTRUCTION SLAB ONLY. DUPLEX (Landscape Plans Req). EMODEL/RENOVATION SWIMMING"POOL DESCRIPTION OF WORK: 1� n�oo�e C�t i N r I n Q lln STRUCTURE USE: ' nr'e— HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL .TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT -REGISTRATION# EABPRJ VALUATION: $ W ` S0--0 ` TOTAL AREA: 6,; 5 HEATED AREA: 6'a S7 and Labor MAtedals) PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: SEWER TAP: INTERIOR WALL TYPE: SIZE WATER TAP: EXTERIOR WALL TYPE: SUE OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE ROOF TYPE: GARAGE TYPE: SINGLE a DOUBLE F__j TRIPLE - .0 ATTACHED a DETACHED _ a CARPORT" ED SIGNATURE OF APPLICANT: ��LT� Official Use Only =ran Plans Examiner Zoning Official i Energy- Code .Eompliance ,�nforoiation _ % Glazing of.eggrior.walis: �on. kt .. ; `Insulation R value. of eteior awa�ls 3 Insulation�,� value of'c�ling l :(flit :arias) ,� � , ' • : •� �' Iiisulat�o�:,I�:va�ii+� of,�eii�ng:2�`��vaulted''area�%no.;attic� �,; . • < .. • - :.• , . C`rlazing �S4. ..: . - G'l.�zin�::�J-factor :' ' , i �' •.� :.. .. . - �' • °`• � ' . � �.�5'� ` . �� , .. ' °� • � . t4, i vdiid� s / �EER FRO" Austin Environmental Inc FAX NO. :00 Sep. 16 2003 02:46PM P2 PLM REPORT Steve Moody Micro Services. Inc. NVLAP Lab No. 102056 1510 Randolph, Suite 602 TDR Liewse No. 30-0084 Carrollton, Tcxas 75006 (972) 446-9482 PAT ID # 102577 Client: Austin Environmental, Inc. Lab Job No.: x3B-06T77 Project : Krispy Krunchy Chicken, 3950 Texas Avenue South Report Date: 09/16/2003 Project # : AE03-193 Sample Date : 09/15/2003 Identification : Asbestos, Bulk Sample Analysis Test method: Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 1116 Page 1 of 2 On 09/16/2003, eighteen (19) bulk maaaial sampler. wee svbmiKed by Bract Punt of Austin Bovironmemal, Im for asbestas analysis by PLM/DS Copies of the lab data dzcb are auacba% sdditiond mfomnation may be found tbacin. TBe results am swAmarhmil below: Sample Number Client Sample Dosctiption / Locuion Asbestos Content KK-OlA "FRP" Wall Material, above Drop Calling, @ Pass through Counter None Detected - Fiberglass Panel KR-01B "FRP" Wall Material, above Drop Ceiling, @ Pass through Counter None Detected - Fiberglass Panel KK-01C "FRP" Wall Material, above Drop Ceiling, None Detected - Fiberglass panel above Future Drive Thm window KK-02A Drywall & Yellow Wall Mastic, above Drop Ceiling, None Detected - Drywall Matexid @ Pass through Counter None Detected - Cream Mastic KK-MB Drywall & Yellow Wall Mastic, above Drop Ceiling, Nave Detem4 - Drywall Material @ Pass through Counter None Detected - Crem Mastic KK-02C Drywall & Yellow Wall Mastic, above Drop Ceiling, Notre Detected - Drywall Material above Future Drive Tbru Window Now Detected - Cream Mastic KK-03A Cove Base & Mastic, Customer Counter, None Detected - Can Base in Front of Future Drive T hru Window None Detected - Clear Mastic None Detected - Cream Mode KK 03D Cove Base & Mastic, Customer Counter, None Detected - Cove Base Northeast Corner of Store None Deteetod - Clear Mastic KK-03 C Cove Base & Mastic, Front of Employee Ilandwash Sink None Detected - Cove Base None Detected - Clear Mastic KK-04A Batt Insulation, above Drop Ceiling, @ Pass through Counter None Detected - Yellow Thermal KK-04B Batt Insulation, above Drop Ceiling, @ Pass through Counter None Detected - Yellow Thermal KK-04C Batt Insulation, above Drop Ceiling, None Detected, - Yellow Thermal above Future Drive Thm Window FROM,,, Austin Environmental Inc FAX NO. :00 Sep. 16 2003 02:47PM P3 PLM REPORT Steve Moody Micro Services, Inc. NVLAP Lab No.102056 1510 Randolph, Suite 602 TDH License No. 304084 Carrollton, Texas 75006 (972) 446-9482 PAT ID # 102577 Client: Austin Environmental, Inc. Lab Job No.: x3B-06T77 Project : Krlspy Krunehy Chicken, 3950 Texas Avenue South Report Dane: 09/16/2003 Project # : AE03-193 Sample Date : 09/15/2003 identification: Asbestos, Bulk Sample Analysis Test Method : Polarized Light Microscopy / Dispersion Staining (PLM/DS) EPA Method 600 / R-93 / 110 Page 2 of 2 on 09/16am, eishteen (18) bout material samples were sabmiaW by Br= Plane of Austin Favironpowt1, Ina Sor asbestos analysis by PL.MO& Copies of the lab data sheets are -!!-abed; additiotW infmmadm maybe found dmw1 .76 results am smommimd below: Sample Number Client Sample Description / Location Asbestos Content KK-05 Ceramic Tile, Debris, @ Door Entry into GnU Area Now Dotectod - Ceramic Tile None Detected - Groat KK 06 Exterior Stucco, Middle ofNorth Wall None Detected - Stucco KK-07 Exterior Black Base Material, Northeast Comer of Store None Detected - Plaster None Detected - Black Base Material KK 08A Gnm Drywall Twarme, Faudown, abovo Serving Stern Table, None Detected - Drywall Material above Service Bell None Dct=md - Texturc KK-08B Green Drywall Texture, Ftrrdown, above Serving Stem Table, None Ddecded - Drywall Material 8' Soudr of Handwashing Sink None Detected - Joint Compound None Detected - Twdu e KK-09C Green Drywall Texture, FtuTdown, above Serving Stem Table, None Detectod - Drywall Material 8' Southeast of Hmdwaal► Sink None Dotoctod - Texture These somplea,Weer: amW-ed by lq— Q=ndficLftN ideas oibawne mud, u pofonned by mlibmud viaml estirrnie. Resdu may not be repm&-d euxpt in M This ku report rrhm only to the samples tested. lb —mat — t: do not imply cn&=cwam by NVLAP or any asmcy of the U.S. Qo wmeem Accmd'ncd by the Natims) Volunary Laboratory A=editsdon Program for Bulk Asbestos Fiber Analysis wWa Lab Code 102 Analyst : Heather Deines Lab Director: Stcvc Moody Approved Signatory: Thaakyeu for ehoatins smve Moody W= semon