Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 5929 - Associated Grocers - Phase I Addition
associated grocers perishable warehouse addition cn ARCHITECI'[JRE GROUP • • ASSOCIATED GROCERS. INC. PERISH WAREHOUSE ADDITI TUKIMLA, WASHINGTON Suite 600 3050 152N0 AVENUE N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) 882 -6060 FAX NO (206) 869.1592 ASSOCIATED GROCERS, INC. PERISHABLE WAREHOUSE ADDITION Project No. 258.2, 2,8,5 SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS (NOT USED) DIVISION 2 - SITEWORK 02810 UNDERGROUND IRRIGATION SYSTEM DIVISION 3 - CONCRETE 03310 CONCRETE DIVISION 4 - MASONRY (NOT USED) DIVISION 5 - METALS 05120 STRUCTURAL STEEL 05210 METAL JOISTS 05310 STEEL DECKING 05500 METAL FABRICATION DIVISION 6 - WOOD AND PLASTICS (NOT USED) DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07200 INSULATION 07410 PREFORMED ROOFING AND SIDING 07513 FIBERGLASS BUILT -UP ROOFING 07600 FLASHING AND SHEET METAL 07900 JOINT SEALERS DIVISION 8 - DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 08333 OVERHEAD DOORS 08710 HARDWARE DIVISION 9 - FINISHES 09900 PAINTING DIVISION 10 - SPECIALTIES (NOT USED) DIVISION 11 - EQUIPMENT 11160 LOADING DOCK EQUIPMENT DIVISION 12 - FURNISHINGS (NOT USED) DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 - CONVEYING SYSTEMS (NOT USED) DIVISION 15 - MECHANICAL 15650 REFRIGERATION DIVISION 16 - ELECTRICAL 16010 GENERAL PROVISIONS 16030 TESTING 16040 IDENTIFICATION 16050 EXISTING.SYSTEMS 16100 BASIC MATERIALS AND METHODS 16105 ELECTRICAL SITE WORK 16110 RACEWAYS 16120 CONDUCTORS AND TERMINATORS (COPPER ONLY) 16130 OUTLET AND PULL BOXES 16140 SWITCHES AND RECEPTACLES 16160 MOTOR CONTROLLERS 16170 DISCONNECTS AND FUSED SWITCHES 16180 FUSES 16410 ELECTRIC SERVICE 16450 GROUNDING 16460 DRY TYPE TRANSFORMERS 16470 SWITCHBOARDS 16471 PANELBOARDS 16500 UGHTING 16920 MOTOR CONTROL CENTERS 16930 UGHTING CONTROL EQUIPMENT 16999 PROJECT CLOSEOUT SECTION 02810 UNDERGROUND IRRIGATION SYSTEM PART 1 GENERAL 1.01 SUMMARY A. The underground irrigation system is an automatic system which is bidder designed. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's technical data and installation instructions. B. Submit shop drawings showing layout. 1.03 MAINTENANCE A. Deliver to project at least 2 percent of each type of sprinkler head. Package and identify each type with appropriate labels. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Subject to compliance with requirements, provide products of one of the following: Rain Bird Sprinkler Manufacturing Corporation The TORO Co., Irrigation Division Weather -Matic Div./Telsco Industries 2.02 MATERIALS A. Pressure Pipe: Comply with following: 1. 3 inch and larger, galvanized steel pipe, ASTM A 120, Schedule 40. 2. Under 3 inch, galvanized steel pipe, ASTM A 120, Schedule 40. B. Circuit Pipe (downstream from circuit valves): Comply with following: 1. PVC plastic pipe, ASTM D 1785, Schedule 40. C. Pipe Fittings: Comply with following: 1. For PVC plastic pipe, ASTM D 2466 socket fittings with ASTM D 2564 solvent cement. D. Valves: Manufacturer's standard, of type and size Indicated, and as follows: 1. Provide cast bronze bodies, unless otherwise indicated. E. Automatic Drain Valves: Designed to open for drainage when line pressure drops below 3 psi. F. Backflow Preventer: Manufacturer's standard, to suit sprinkler system. n2ai n.1 G. Sprinkler Heads: Manufacturer's standard unit designed to provide uniform coverage over entire area of spray shown on drawings at available water pressure, as follows: 1. Pop-up Spray: Fixed pattern, with screw -type flow adjustment and stainless steel retraction spring. 2. Pop-up Rotary Spray: Gear drive, full- circle and adjustable- part- circle type. 3. Above- Ground Rotary Impact: Impact drive, full- circle and part- circle as indicated. H. Valve Box: Precast concrete. I. Valve Cover and Frame: Cast iron with provision for locking. J. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches maximum to 3/4 inches minimum. K. System Design: Design build. PART 3 EXECUTION 3.01 APPLICATION A. Minimum Water Coverage: 1. Turf areas, 95 percent. 2. Other areas, 85 percent. B. Trenching and Backfilling: Excavate straight and true with bottom uniformly sloped to low points. 1. Trench Depth: Excavate trenches to a depth of 3 inches below invert of pipe, unless otherwise indicated. 2. Minimum Cover: Provide the following minimum cover over top of installed piping: PVC piping, 12 inches. 3. Backfill: Backfill with clean material from excavation. Remove organic material as well as rocks and debris larger than 1 inch diameter. Place acceptable backfill material in 6 inch lifts, compacting each lift. 3.02 INSTALLATION A. Unless otherwise indicated, comply with requirements of the Uniform Plumbing Code. B. Connection to Main: Connect to existing building piping in location indicated. C. Maintain uninterrupted water service to building during normal working hours. Arrange for temporary water shut -off with Architect/Engineer. 02810-2 D. Backflow Preventer: Provide union on downstream side. Install minimum 6 inches above highest ground level sprinkler head. E. Circuit Valves: Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Piping: Lay pipe on solid subbase, uniformly sloped without humps or depressions. 3. For circuit piping, slope to drain valve at least 1/2 inch in 10 feet of run. Drain Pockets: Excavate to sizes indicated. Backfill with acceptable drain material to 12 inches below grade. Cover drain material with a sheet of 30 lb. asphalt saturated felt and backfill remainder with excavated material. 1. Restore plantings disturbed by this work. G. Sprinkler Heads: Flush circuit lines with full head of water and install heads after hydrostatic test is completed. 1. Install lawn heads at manufacturer's recommended heights. 2. Install shrubbery heads at heights indicated. 3. Locate part circle heads to maintain a minimum distance of 4 inches from wails and 2 inches from other boundries, unless otherwise indicated. Dielectric Protection: Use dielectric fittings at connection where pipes of dissimilar metal are joined. I. Hydrostatic Test: Test water piping and valves, before backfilling trenches, to a hydrostatic pressure of not less than 100 psi. Piping may be tested in sections to expedite work. Remove and repair piping, connections, and valves which do not pass hydrostatic testing. J. Operational Testing: Perform operational testing after hydrostatic testing is completed, backfill is in place, and sprinkler heads adjusted to final position. 1. Demonstrate that system meets coverage requirements. Coverage requirements are based on operation of one circuit at a time. END OF SECTION SECTION 03310 CONCRETE PART 1 GENERAL 1.01 RELATED SECTIONS A. Section 05500: Metal Fabrication - steel framed stairs and miscellaneous inserts. B. Section 11160: Loading Dock Equipment 1.02 SUBMITTALS A. Shop Drawings: 1. Reinforcement: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement. Comply with ACI 315 'Manual of Standard Practice for Detailing Reinforced Concrete Structures' showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete reinforcement. Include special reinforcement required for openings through concrete structures. 2. Formwork: Submit shop drawings for fabrication and erection of forms for specific finished concrete surfaces. Show form construction including jointing, special form joint or reveals, location and pattern of form tie placement, and other items which affect exposed concrete visually. B. Laboratory Test Reports: Submit laboratory test results for concrete materials and mix design test. 1.03 QUALITY ASSURANCE A. Codes and Standards: ACI 301 'Specifications for Structural Concrete Buildings;' ACI 318 'Building Code Requirements for Reinforced Concrete;' Concrete Reinforcing Steel Institute (CRSI), 'Manual of Standard Practice.' B. Concrete Testing Service: Employ acceptable testing laboratory to perform materials evaluation, testing, and design of concrete mixes. C. Quality Control: Perform sampling and testing during concrete placement, as follows: 1. Sampling: ASTM C 172. 2. Slump: ASTM C 143, one test for each load at point of discharge. 3. Air Content: ASTM C 173, one for each set of compressive strength specimens. 4. Compressive Strength: ASTM C 39, one set for each 150 cu. yds. or fraction thereof of each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing if required. 5. When the total quantity of a given class of concrete is less than 50 cubic yards, strength tests may be waived by Architect if field experience indicates evidence of satisfactory strength. D. Test results will be reported in writing to Architect, Contractor, and concrete producer within 24 hours after tests are made. E. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. 1. Submit written report for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are accepted. 2. Mix designs may be adjusted when material characteristics, job conditions, weather, test results, or other circumstances warrant. Do not use revised concrete mixes until submitted and accepted. 3. Use air- entering admixture in all concrete, providing not less than 4 percent nor more than 6 percent entrained air for concrete exposed to freezing and thawing, and from 2 percent to 4 percent for other concrete. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver anchorage items which are to be embedded in other construction before start of such work. Provide setting diagrams, templates, instructions, and directions as required for installation. PART 2 PRODUCTS 2.01 MATERIALS A. Form Materials: 1. Forms for Exposed Finish Concrete: Plywood, metal, metal- framed plywood faced, or other acceptable panel -type materials to provide continuous, straight, smooth, exposed surfaces. Furnish In largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. 2. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. 3. Form Coatings: Provide commercial formulation form - coating compounds that will not bond with, stain, nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. 4. Form Ties: Factory- fabricated, adjustable - length, removable or snapoff metal form ties, designed to prevent form deflection and to prevent spelling concrete upon removal. Provide units which will leave no metal closer than 1 -1/2' to surface. B. Reinforcing Materials: 1. Deformed Reinforcing Bars: ASTM A 615, Grade 60 unless otherwise indicated. 2. Welded Wire Fabric: ASTM A 185. 3. Steel Wire: ASTM A 82, plain, cold -drawn steel. 4. Supports for reinforcement. Provide supports including bolsters, chairs, spacers, and other devices complying with CRSI recommendations. 5. Prestressing Tendons: Uncoated 7 -wire stress relieved strand complying with ASTM A 416, Grade 270. C. Concrete Materials: 1. Portland Cement: ASTM C 150, Type I or Ill. 2. Fly Ash: ASTM C 618, Type C or F. a. Limit use of fly ash in concrete mix design to not exceed 25 percent of cement content by weight. 3. Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. Provide aggregates from single source for exposed concrete. 4. Water: Drinkable. 5. Air - Entraining Admixture: ASTM C 260. 6. Water- Reducing Admixture: ASTM C 494 type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. D. Related Materials: 1. Vapor Retarder: Clear 8 -mils thick polyethylene; polyethylene- coated barrier paper. 2. Membrane - Forming Curing Compound: ASTM C 309, Type I. 3. Chemical Hardner: Colorless aqueous solution containing blend of magnesium fluosilicate and zinc fluosilicate combined with wetting agent, compatible with curing compound. 4. Joint Fillers: See Division 7. 5. Bonding Compound: Polyvinyl acetate or acrylic base. 6. Steel Plates: Structural quality, hot -rolled carbon steel, ASTM A 36. 7. Steel Shapes: ASTM A 36. 8. Other Steel as Indicated: ASTM A 572, Grade 50. 9. Anchor Bolts: ASTM A 307 or ASTM A 325, low carbon steel bolts. 2.02 PUMP EQUIPMENT A. Type: Pneumatic feed or positive displacement type of design and size capable of delivering premixed materials accurately, uniformly, and continuously through hose in accordance with referenced ACI 506, Chapter 3. 1. Pump capable of handling and applying mix using specified maximum size coarse aggregat. Do not use accelerating admixture. 2. Maintain equipment, including mixers, hoses, nozzles, air, and water pressure gages and gaskets In clean and proper operating condition. PART 3 EXECUTION 3.01 INSTALLATION A. Ready -Mix Concrete: ASTM C 94. B. Formwork: Construct so that concrete members and structures are of correct size, shape, alignment, elevation, and position. C. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. D. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms, as required. Retighten forms during concrete placement, if required, to eliminate mortar leaks. E. Vapor Retarder installation: Following leveling and tamping of granular base, place vapor retarder sheeting with longest dimension parallel with direction of pour. Lap joint 6 inches with appropriate tape. F. Reinforcement: Position, support, and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers, and hangers as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. G. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. H. Joints: Provide construction, isolation, and control joints as indicated or required. Locate construction joints so as to not impair strength and appearance of structure. Place isolation and control joints in slabs -on- ground to stabilize differential settlement and random cracking. I. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting diagrams, templates, and instructions provided by others for locating and setting. J. Concrete Placement; Comply with ACI, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. K Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. L Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. 1. Cold weather, comply with ACI 306. 2. Hot weather, comply with ACI 305. 3.02 FINISHES A. Rough Form Finish: For formed concrete surfaces not exposed -to -view in finish work or by other construction, unless otherwise indicated. This is concrete surface having texture imparted by form facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. B. Exposed -to -View Surfaces: Provide smooth finish for exposed concrete surfaces and surfaces that are to be covered with coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth (concrete Type 1 finish). C. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed - to-view or are to be covered with chemical - hardner finish. Consolidate concrete surfaces by finish troweling, free of trowel marks, uniform in texture and appearance. D. Non-Slip Broom Finish: Apply non -slip broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. E. Chemical- Hardener Finish: Apply chemical- hardener finish to interior concrete floors where indicated. Apply liquid chemical- hardener after complete curing and drying of the concrete surface. Dilute liquid hardener with water (parts of hardener/water as follows), and apply in three coats: first coat, 1/3-strength; second coat, 1/2- strength; third coat, 2/3- strength. Evenly apply each coat, and allow 24 hours for drying between coats. 1. Apply proprietary chemical hardeners, in accordance with manufacturer's printed instructions. 2. After final coat of chemical- hardener solution is applied and dried, remove surplus hardener by scrubbing and mopping with water. F. Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for not less than 72 hours. Continue curing by use of moisture- retaining cover or membrane- forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. G. Miscellaneous Concrete Items: 1. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel- troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded. 2. Equipment Bases and Foundation: Provide machine and equipment bases and foundations, as shown on drawings. Set anchor bolts for machines and equipment to template at correct elevations, complying with certified diagrams or templates of manufacturer furnishing machines and equipment. a Grout base plates and foundations as indicated, using specified non - shrink grout. Use non - metallic grout for exposed conditions, unless otherwise indicated. 3.03 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms. 1. Cut out honeycomb, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie rods and bolts, down to solid concrete, but, in no case to depth of less than 1 inch. Make edges of cuts perpendicular to concrete surface. Thoroughly clean, dampen with water, and brush -coat area to be patched with specified bonding agent. Place patching mortar after bonding compound has dried. B. For exposed- to-view surfaces, blend white portland cement and standard portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. C. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets; fins and other projections on surface; and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes, fill with dry pack mortar, or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, that contain defects that affect the durability of concrete. If defects cannot be repaired, remove and replace concrete. D. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness using template having required slope. 1. Repair finished unformed surfaces that contain defects which affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01 inch wide or which penetrate to reinforcement or completely through non - reinforced sections regardless of width, spelling, pop -outs, honeycomb, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to Architect. 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean square cuts and expose reinforcing steel with at least 3/4 inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding compound. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 3.04 FIELD QUALITY CONTROL A. Sample and test for quality control during placement of concrete. 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of concrete; additional tests when concrete consistency seems to have changed. b. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231 pressure method for normal weight concrete; one for each day's pour of each type of air- entrained concrete. c. Concrete Temperature: Test hourly when air temperature is 40 degrees F (4 degrees C) and below, and when 80 degrees F (27 degrees C) and above; and each time a set of compression test specimens made. d. Compression Test Specimen: ASTM C 31; one set of 4 standard cylinders for each compression strength test, unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field -cure test specimens are required. e. Compressive Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cubic yards plus additional sets for each 50 cubic yards cover and above the first 25 cubic yards of each concrete class placed in any one day; one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. 1) When frequency of testing will provide less than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. When strength of field -cured cylinders is less than 85 percent of companion laboratory -cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in -place concrete. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength, and no individual strength test result falls below specified compressive strength by more than 500 psi. . Test Results: Report in writing to Architect, Structural Engineer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. Additional Test: The testing service will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained. Testing service may . conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor shall pay for such tests when unacceptable concrete is verified. END.OF SECTION 10-8 PART 1 GENERAL 1.01 SUBMITTALS SECTION 05120 STRUCTURAL STEEL A. Shop Drawings: Show complete details and schedules (if required) for fabrication, assembly and erection. Furnish anchor bolts required for installation in other work; furnish templates for bolt installation. B. Certificates: Provide certification that welders have satisfactorily passed AWS qualification tests and certification is current. 1.02 QUALITY ASSURANCE A. Codes and Standards: AISC 'Code of Standard Practice for Steel Buildings and Bridges;' AISC 'Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings' including 'Commentary;' AWS 'Structural Welding Code - Steel;' comply with applicable provisions except as otherwise indicated. PART 2 PRODUCTS 2.01 MATERIALS A. Steel Plates, Shapes, Bars: ASTM A 36 or ASTM A 572, Grade 50. B. Cold- Formed Steel Tubing: ASTM A 500, Grade B. C. Steel Pipe: ASTM A 53, Type E or S, Grade B. D. Anchor Bolts: ASTM A 307 or ASTM A 325, headed type unless otherwise indicated. E. Fasteners: High - strength bolts and nuts, ASTM A 325 or A 490; unfinished bolts and nuts, ASTM A 307, Grade A. F. Electrodes for Welding: Comply with AWS code. G. Shop Paint: FS TT -P -86, Type II or SSPC -Paint 2. H. Non - Metallic Shrinkage - Resistance Grout: Pre - mixed, non - metallic, non - corrosive, non - staining product containing selected silica sands, portland cement, shrinkage compensating agents, plasticizing and water reducing agents, complying with CE- CRD -C621. 2.02 FABRICATION A. Fabrication: Comply with AISC 'Specifications' and final shop drawings. Mark and match -mark units for field assembly. B. Connections: As shown on final shop drawings. Use high - strength bolts for field connections, except as otherwise indicated. 1. Comply with AWS Code for procedures, appearance, and quality of welds. 05120-1 PART 3 EXECUTION 3.01 ERECTION Provisions for Other Work: Fabricate structural steel members to provide holes for securing other work and for passage of other work through steel framing as indicated. Shop Painting: Paint structural steel work, except members or portions of members embedded in concrete or mortar, and contact areas to be welded or riveted. Clean steel free of loose mill scale, rust, oil, and grease. Apply prime paint to provide a minimum dry film thickness of 2.0 mils. A. Erection: Comply with RISC Code and Specifications, and maintain work in safe and stable condition during erection. Provide temporary bracing and shoring as required; remove when final connections placed. 1. Set base plates on cleaned bearing surfaces, using wedges or other adjustments as required. See drawings for grout requirements. Splice members only where shown on final shop drawings. Touch -up prime paint after erection. Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop. END OF SECTION PART 1 GENERAL 1.01 REFERENCES A. Codes and Standards: SJI 'Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders' for types of joists indicated; comply with applicable provisions except as otherwise indicated. 1.02 SUBMITTALS SECTION 05210 STEEL JOISTS AND JOIST GIRDERS A. Shop Drawings and Data: Show complete details and schedules ('d required) for fabrication and erection, including layout, special connections, jointing, and accessories. Locate anchor bolts for installation in other work; furnish templates for bolt installation by others. B. Submit manufacturer's certification that steel joists and joist girders comply with specified requirements. PART 2 PRODUCTS 2.01 MATERIAL A. Steel: ASTM A 36, or other per SJI 'Specifications.' B. Fasteners: High - strength bolts and nuts, ASTM A 325 or A 490; unfinished bolts and nuts, ASTM A 307, Grade A. C. Shop Paint: Comply with SJI 'Specifications' for materials and application. Colors as selected by Architect. 2.02 FABRICATION A. Fabrication: Comply with SJI 'Specifications' and final shop drawings. B. Provisions for Other Work: Provide holes to accommodate other work to be secured to joists as indicated on final shop drawings. C. Extended and Special Ends: Provide where indicated, complying with SJI 'Specifications.' D. Bridging: Comply with SJI 'Specifications' for type of joists and installation requirements. Provide bridging anchors for ends of bridging lines terminating at walls or beams. E. End Anchorage: Comply with SJI 'Specifications' unless otherwise indicated. 05210-1 PART 3 EXECUTION 3.01 ERECTION A. Erection: Comply with SJI .'Specifications,' and maintain work in safe and stable condition during erection. Do not apply construction loads until bridging and anchorages are completed. PART 1 GENERAL 1.01 SUBMITTALS SECTION 05310 STEEL DECKING A. Shop Drawings and Data: Show complete details and schedules (if required) for layout and types of deck panels, anchorage, supplementary framing, cut openings, and accessories. B. Certificates: Provide certification that welders have satisfactorily passed AWS qualification tests and certification is current. 1.02 QUALITY ASSURANCE A. Codes and Standards: AISI 'Specification for the Design of Cold Formed Steel Structural Members;' AWS 'Structural Welding Code' SDI 'Design Manual for Floor Decks and Roof Decks;' comply with applicable provisions except as otherwise indicated. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide steel deck as fabricated by the following: 1. Verco Manufacturing Co. 2. ASC Pacific 3. Inryco 2.02 MATERIALS A. Steel for Galvanized Units: ASTM A 446, Grade A. B. Steel Shapes: ASTM A 36. C. Steel Metal Accessories: ASTM A 526, galvanized. D. Galvanizing: ASTM A 525, G60. E. Galvanizing Repair Paint: MIL -P -21035 (Ships). 2.03 FABRICATION A. Fabrication: Form deck units in lengths to span at least 3 supports; flush, telescoped, or nested 2 inch end laps; nested or interlocked side laps, unless otherwise indicated. 05310-1 2.04 MANUFACTURED UNITS A. Roof Deck: Comply with SDI 'Roof Deck Specifications' of metal thickness, width, and depth shown. 2.05 ACCESSORIES A. Provide cover plates, metal and flexible closure strips, roof sump pans, and cant strips, as required; use deck manufacturer's standard unless otherwise shown. PART 3 EXECUTION 3.01 INSTALLATION A. Place deck units and secure to adjacent framing by fusion welding 12 inch o.c. to supports, with a minimum of 2 welds at each support, unless otherwise indicated, . Secure roof deck units at ends and side laps at spacings recommended by deck manufacturer to provide resistance for gross uplift of 45 psf at save overhang and 30 psf for other roof areas. C. Place accessory units in accordance with manufacturer's recommendations unless otherwise shown. Touch -up shop paint after installation. Clean field welds and abraded areas, and apply same type paint as used in shop. Use galvanizing repair paint to correct damaged galvanized surfaces. END OF SECTION 05310 ( C C C C C C SECTION 05500 METAL FABRICATIONS PART 1 GENERAL 1.01 DEFINITIONS A. Definitions in ASTM E 985 for railing - related terms apply to this section. 1.02 SYSTEM DESCRIPTION A. Structural Performance of Handrails and Railing Systems: Provide handrails and railing systems capable of withstanding the following structural loads without exceeding the allowable design working stress of materials involved: 1. Handrails Serving as Top Rails: Uniform load of 50 lb per linear foot with each load applied nonconcurrently with respect to direction and each other, vertically downward or horizontally. 2. Treads of Steel Stairs: Uniform load of 100 lb per square foot or a concentrated load of 300 lb on a area of 4 square inches located in the center of the tread, whichever produces the greater stress. 3. Platforms of Steel Stairs: Capable of withstanding a uniform load of 100 lb per square foot. 1.03 SUBMITTALS A. Submittals: In addition to product data: 1. Shop drawings showing details of fabrication, assembly, and installation including templates for anchor bolt placement. PART 2 PRODUCTS 2.01 MATERIALS A. General: For work exposed to view, use materials selected for their smoothness and freedom from surface blemishes. B. Steel Plates, Shapes, and Bars: ASTM A 36. C. Rolled Steel Floor Plates: ASTM A 786. D Steel Bars for Grating: ASTM A 569 or A 36. E. Wire Rod for Grating Cross Bars: ASTM A 510. F. Cold- Formed Steel Tubing: ASTM A 500, grade as illustrated below: 1. Grade A, unless otherwise indicated or required for design loading. 2. Grade B, unless otherwise indicated or required for design loading. 05500-1 G. Hot - Formed Steel Tubing: ASTM A 501. 1. For exterior installations and where indicated, provide tubing with hot -dip galvanized coating per ASTM A 53. H. Uncoated Cold - Rolled Structural Steel Sheet: ASTM A 611, Grade A, unless otherwise indicated or required by design loading. I. Uncoated Hot - Rolled Structural Steel Sheet: ASTM A 570, Grade 30, unless otherwise indicated or required by design loading. J. Uncoated Cold - Rolled Commercial Quality Steel Sheet: ASTM A 366. K. Uncoated Hot - Rolled Commercial Quality Steel Sheet: ASTM A 569. L Galvanized Structural Quality Steel Sheet: ASTM A 446; Grade A, unless another grade required for design loading, and G90 coating designation unless otherwise indicated. M. Galvanized Commercial Quality Steel Sheet: ASTM A 526, G90 coating designation unless otherwise indicated. N. Steel Pipe: ASTM A 53; finish, type, and weight class as follows: 1. Galvanized finish for exterior installations and where indicated. 2. Type F, Standard weight (Schedule 40) unless another weight, type, and grade required by structural loads. O. Brackets, Flanges, and Anchors: Cast or formed metal of the same type material and finish as supported rails. P. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. Provide bolts, washers, and shims as required, hot -dip galvanized per ASTM A 153. 2.02 ACCESSORIES A. Nonshrink Metallic Grout: Premixed, factory- packaged, ferrous aggregate grout complying with CE CRD -C 621. B. Nonshrink Nonmetallic Grout: Premixed, factory- packaged, nonstaining, noncorrosive, nongaseous grout complying with CE CRD -C 621. C. Interior Anchoring Cement: Factory- prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site. Use for interior applications only. D. Fasteners: Provide bolts, nuts, lag bolts, machine screws,toggle bolts, masonry anchorage devices, lock washers as required for application indicated and complying with applicable Federal standards. Hot -dip galvanize fasteners for exterior applications to comply with ASTM A 153. E. Shop Primer for Ferrous Metal: Manufacturer's or Fabricator's standard, fast - curing, lead -free, universal modified alkyd primer; resistant to normal atmospheric corrosion, compatible with finish paint systems indicated, capable of providing a sound foundation for field - applied topcoats despite prolonged exposure; complying with performance requirements of FS TT-P-645. F. Bituminous Paint: Cold - applied asphalt mastic complying with SSPC -Paint 12 except containing no asbestos fibers. G. Zinc Chromate Primer: FS TT- P-645. H. Shop Painting: Apply shop primer to surface of metal fabrications except those embedded in concrete or galvanized; comply with SSPC -PA1 and requirements indicated below: 1. Surface Preparation: Comply with SSPCSP6'Commercial Blast Cleaning' for exterior work, and with SSPC- SP3 'Power Tool Cleaning' for interior work. 2. Stripe paint edges, corners, crevices, bolts, welds, and sharp edges. I. Galvanizing: ASTM A 123 for fabricated and unfabricated steel products made of uncoated rolled, pressed and forged steel shapes, plates, bars and strip 0.0229 inch and thicker. J. Galvanizing Repair Paint: High zinc dust content paint with dry film containing not less than 94 percent zinc dust by weight, complying with DOD -P -21035 or SSPC- Paint-20. K. Rough Hardware: Furnish custom - fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork. 2.03 FABRICATION 1. Galvanize, unless otherwise Indicated. A. Fabrication, General: Use materials of size and thickness shown, or, if not shown, of required size, grade and thickness to produce strength and durability in finished product. Shop -paint all items not specified to be galvanized after fabrication. 1. Weld corners and seams continuously to comply with AWS recommendations. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediatey. Finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. 2. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous. B. Miscellaneous Steel Trim: Fabricate to shapes and sizes as required for profiles shown; continuous welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. C C C C C t C C C. Steel Door Frames: Fabricate from structural shapes and bars of size and to dimensions indicated, fully welded together. Secure removable stops to frame with countersunk machine screws. Reinforce frames and drill and tap as required to accept finish hardware. 1. Galvanize frames and anchors where indicated. D. Steel Pipe Railings: Fabricate to dimensions shown, with smooth bends and welded joints using steel pipe of diameter and finish indicated. Secure posts and rail ends to building construction as indicated. 1. Galvanize exterior steel railings, including pipe, fittings, brackets, fasteners, and other ferrous metal components. E. Steel Framed Stairs: Complete stair assemblies of type indicated and including metal framing, hangers, columns, railings, struts, clips, brackets, bearing plates, and other components required for support of stairs and platforms. 1. Stair Framing: Fabricate stringers of structural steel channels or plates or a combination thereof, and platforms of structural steel channel headers and miscellaneous framing members, of size indicated or required to support design loadings. 2. Metal Risers and Platforms: Similar to United stair treads, extra heavy duty. Weld risers to stringers and platform to platform framing members. F. Pipe Bollards: Fabricate pipe bollards from Schedule 80 steel pipe. 1. Fabricate sleeves for bollard anchorage from steel pipe with 1/4 inch thick steel plate welded to bottom of sleeve. G. Nosings: Fabricate curb nosings from structural steel shapes as indicated of all welded construction with mitered corners and continuously welded joints. Provide anchors welded to nosings for embedding in concrete or masonry construction, spaced not more than 6 inches from each curb end, 6 inches from corners, and 24 inches o.c., unless otherwise indicated. PART 3 EXECUTION 3.01 INSTALLATION A. Perform cutting, drilling, and fitting required for installation; set work accurately in location, alignment, and elevation measured from established lines and levels. Provide anchorage devices and fasteners where necessary for installation to other work. 1. Set loose items on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with bedding mortar, consisting of 1 -part portland cement to 3 -parts sand and only enough water for packing and hydration, or use commercial non -shrink grout material. 05500-4 Touch -up shop paint after installation. Clean field welds, bolted connections, and abraded areas, and apply same type paint as used in shop. Use galvanizing repair paint on damaged galvanized surfaces. END OF SECTION PART 1 GENERAL 1.01 SUMMARY PART 2 PRODUCTS 2.01 MATERIALS SECTION 07200 INSULATION A. Thermal resistivity or R -value represents rate of heat flow through homogenous material exactly 1 inch thick and are expressed by temperature difference in degrees F between two exposed faces required to cause 1 BTU to flow through 1 square foot per hour at mean temperatures indicated. B. Fire Performance Characteristics: Provide insulation with fire performance characteristics indicated per ASTM E 119, ASTM E 84 and E 136, as applicable, and which correspond to products listed in UL 'Fire Resistance Directory' or 'Building Materials Directory." A. General: Provide preformed units in sizes to fit applications indicated, selected from manufacturer's standard thicknesses, widths, and lengths. B. Extruded Polystyrene Board Insulation: ASTM C 578, Type as indicated below; with 5 -year aged R- values of 5.4 and 5 at 40 and 75 degrees F (4.4 and 23.9 degrees C) respectively and as follows: 1. Type IV, 1.6 lb./cubic feet minute density. 2. Wall and Foundation Insulation: Styrofoam SB. PART 3 EXECUTION 3.01 INSTALLATION A. General: Comply with insulation manufacturer's instructions for installation of insulation. B. Support insulation units as applicable to location and conditions indicated. END OF SECTION C C C. t ( PART 1 GENERAL 1.01 SUMMARY SECTION 07410 PREFORMED ROOFING AND SIDING A. Extent of each type of preformed roofing and siding is indicated on drawings and by provisions of this section. Preformed roofing/siding is hereby defined to include panels which are structurally capable of spanning between supports spaced as indicated. B. Types of panels required include: 1. Formed sheet panels, intended for lapped -seam installation. 2. Formed panels, for seaming during installation. 3. Insulated structural wall panels with gasketed seams. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's product specifications, standard details, certified product test results, installation instructions, and general recommendations as applicable to materials and finishes for each component and for total system of preformed panels. B. Shop Drawings: Submit small -scale layouts of panels on walls and roofs, and large - scale details of edge conditions, joints, corners, custom profiles, supports, anchorages, trim flashings, closures, and special details. Distinguish between factory and field assembly work. t 1. Provide erection drawings for insulated structural panels. 1.03 QUALITY ASSURANCE A. Performance Test Standards: Provide preformed panel systems which have been pretested and certified by manufacturer to provide specified resistance to air and water infiltration and structural deflection and failure when installed as indicated and when tested in accordance with AAMA Standard Test TM -1, 'Specification for Method of Test for Metal Curtain Walls for Water Penetration Using Dynamic Pressure.' B. Fire Resistances: Provide preformed panel systems which have been tested and listed by UL for 2 -hour fire- resistance rating. C. Field Measurements: Where possible, prior to fabrication of prefabricated panels, take field measurements of structure or substrates to receive panel system. Allow for trimming panel units where final dimensions cannot be established prior to fabrication. 07410-1 PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering preformed roofing and siding products which may be incorporated in the work include, but are not limited to: 1. Standing Seam Metal Canopy Soffit: ASC Pacific, Inc. or approved 2. Insulated Structural Wall Panels: Metl -Span Corporation 2.02 MATERIALS A. Standing Seam Metal Canopy: 1. Standing Seam: 1 -9/16 inch high spaced 19 inches on center, nominal panel width of same. 2. Material: Conform to ASTM A 446, Grade C, minimum 24 gage. 3. Protective Coating: Galvalume, ASTM A 792 -83, applied to thickness of 1.9 mils. 4. Finish: a. Exterior: 0.8 mil Kynar polyvinylidene fluoride. 500 finish coat. b. Interior: 0.15 mil epoxy primer. 5. Clips: 22 gage steel with G60 galvanized coating, spaced 24 inches on center. 6. Fasteners: Sealants manufacturer's recommendations. 7. Flashing: Material and finish to match panels. 8. Preformed and Closures: Waterproof, laminated, semi - rigid, polyethylene. B. Soffit 1. Material and finish similar to metal canopy above. 2. Profile: PS(W) -12, 24 gage. 3. Concealed Fasteners and Closure: Manufacturer's recommendations. 4. Flashing: Same material and finish as attached. 07410-2 C. Insulated Structural Panels: PART 3 EXECUTION 3.01 INSTALLATION 1. Panel Faces: 26 gage prepainted stucco embossed galvanized steel, G90 designation, pattern per manufacturer. 2. Insulation: a. Thermal Resistance: R -20 minimum. b. Urethane, Foamed -in- Place: Factory foamed or frothed urethane insulation, rigid, closed -cell, k -value of 0.12 at 40 degrees F, comply with FS HH -I -530, Type 1, Class 2. c. Urethane, Board Insulation: Rigid closed -cell urethane board, k -value of 0,12 at 40 degrees F, comply with FS HH -I -530, Type 2, Class 2. 3. Performance, in addition to thermal resistance. a. Wall Loading: 20 pounds per square foot. b. Deflection: L/240. c. Water Penetration: No significant, uncontrolled leakage at 4 pounds per square foot pressure with spray test. 3. Joints: Per manufacturer. 4. Finish: a Exterior: 0.7.1.0 mil Kynar polyvinylidene fluoride. b. Interior: Polyeaster coating with U.S.D.A. approval. D. Accessories: Provide components required for complete canopy and insulated structural wall system including trim, copings, fascias, gravel stops, mullions, sills, corner units, clips, seam covers, battens, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match materials/finishes of preformed panels. E. Condensation: Fabricate insulated structural wall panels for control of condensation, including vapor inclusion of seals and provisions for breathing, venting, weeping, and draining. A. General: Comply with panel fabricator's and material manufacturer's instructions and recommendations for installation, as applicable to project conditions and supporting substrates. Anchor panels and other components of work securely in place, with provisions for thermal/structural movement. B. Installation Tolerances: Shim and align panel units within installed tolerance of 1/8 inch in 20 feet on level/pllumb/slope and location/line as indicated and within 1/8 inch offset of adjoining faces and of alignment of matching profiles. 07410-3 C. Seaming: Complete seaming of panel joints as recommended by panel manufacturer. D. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of panel systems. Provide types of gaskets and sealants/fillers indicated or, if not otherwise indicated, types recommended by panel manufacturer. 3.02 CLEANING AND PROTECTION A. Damaged Units: Replace panels and other components of work which have been damaged or have deteriorated beyond successful repair by means of finish touch -up or similar minor repair procedures. Cleaning: Remove temporary protective coverings and strippable films (if any) as each panel is installed. Upon completion of panel installation, clean finished surfaces as recommended by panel manufacturer, and maintain In a clean condition during construction. END OF SECTION SECTION 07513 FIBERGLASS BUILT -UP ROOFING PART 1 GENERAL 1.01 RELATED SECTIONS A. Section 07600: Flashing and Sheet Metal 1.02 REFERENCES A. American Society for testing and materials (ASTM). 1. D41 Specification for Asphalt Primer Used in Roofing. 2. D312 Specification for Asphalt Used in Roofing. 3. E 108 Fire Test for Roof Coverings. B. Underwriter's Laboratories (U,L.) Class 'A'. C. Manufacturers Fiberglass Built-up Roofing Specification Catalog. D. Federal Specifications: 1. HH- 1.529- b. Perlite type rigid roof insulation. 1.03 SUBMITTALS A. Submit upon award of contract: 1. Sheet samples (3 pieces 8 inch by 10 inch) of roofing membranes. 2. Sample (1 piece 6 inch by 6 inch) of rigid roof insulations. 3. Manufacturer's literature and manufacturer's recommended installation instructions. 4. Certification: Manufacturer's certification that submitted materials meet specification requirements. 5. Approved applicator letter. 6. Prior to project completion: Submit for inclusion in Owner's Maintenance Manual: a. Manufacturer's field report, based on Item C below. b. Roof maintenance instruction on 'How to Maintain, Inspect, and Repair Your Roof.' c. Manufacturer's roof guarantee as specified. 07513-1 C C 1.04 QUALITY ASSURANCE A. Approved Applicator: Certification from manufacturer that roofing contractor is pre - qualified as an approved applicator. Applicator to review and approve all roof flashing and penetration details prior to commencement of work. B. All work shall be inspected by manufacturer's representative, who shall be salaried employer of manufacturer, for project duration for compliance with manufacturer's requirements and specifications. C. Test cuts may be taken for each 100 squares of roofing area owner's and /or manufacturer's discretion. Test cuts shall be taken prior to final surfacing and forwarded to qualified testing laboratory for analysis. Test results shall be provided prior to final surfacing with corrective action for any deficiencies and accomplished In manner prescribed by manufacturers. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver materials on pallets in manufacturer's original, unopened packaging with legible labels. Package labels shall indicate material name, production date, and product code. B. Store materials in dry, protected areas in upright position. Store outdoors on pallets above ground and cover with suitable protective sheet or tarpaulin. C. Remove wet or damage materials from Job site. D. Store all other materials as recommended by manufacturer. 1.06 PROJECT CONDITIONS A. Comply with focal, state and federal regulations, safety standards, and codes. Use strictest document when conflict arises. B. Take precautions necessary when installing roofing products at temperatures below 45 degrees Farenheit to ensure proper application and performance. C. Do not install roofing or insulation during rain or wet weather, or when surfaces are wet. 1.07 WARRANTY Provide manufacturer's 20 year Unlimited Penal Sum Guarantee. Guarantee shall cover all system components for quality, performance, and compatibility for guarantee period. Products not supplied by membrane manufacturer shall be guaranteed in writing by officer of manufacturing corporation. Guarantee shall provide unlimited liability for labor and materials necessary to maintain roof and flashing in watertight condition for guarantee period. 07513-2 f E t PART 2 PRODUCTS 2.01 MANUFACTURERS A. System Speckled: Conglas, based upon compliance with all provisions of this specification, other manufacturers may be approved. 1. Manufacturer: Consolidated Fiberglass Products Company, 8801 Standen Street, Bakersfield, CA 93308 (805) 323 -6026. 2. Brand: Conglas 2.02 MATERIALS A. Base Sheet: 1. Material: Heavyweight fibrous glass mat, bound together with resinous binder and coated wjith weathering grade asphalt lightly modified with SBS. Brand: Conbase MB25. 2. Manufacturing Standard: SS -R -6208. All rolls shall be labeled with U.L. G -2. B. Ply Sheet (2 -Plies Required): 1. Material: Asphalt coated, unperforated fiberglass base sheets. Brand: Conply A -IV. 2. Standard: ASTM D -2178 Type IV. All rolls shall be labeled U.L. 0-1. C. Mineral Surface Roofing: 1. Material: Heavy fibrous glass mat bound together with resinous binder and coated with stabilized SBS modified asphalt. MB -CAP is surfaced on weathering side with opaque, inert, non - combustible, colored granules. Brand MB -CAP. 2. Standard: ASTM D -3909. D. Modified Bitumen Flashing Sheet: 1. Material: Heavy fibrous glass scrim and mat bound together with resinous binder and reinforced with another ply of heavyweight polyester then completely coated with SBS modified bitumen. Weathering mat surface is opaque, inert, non - combustible, ceramic granules. Brand: Conform SBS. 2. Manufacturing Standard: CGSB Standard 37- GP -56M E. Roof Insulation: Perlite Type 1. Material: Asphalt impregnated, fungi - resistant perlite fiber. Brand: Conperl 2. Manufacturing Standard: ASTM C -728, HH -1 -5291. 3. Thickness: 3/4 inch and 1 inch as cover -board and vapor retarder substrate. 4. Dimensions: 24 inches by 48 inches or 48 inches by 48 inches. F. Rigid Foamed Polyisocyanurate - (Suitable for Class 1 Construction): 1. Material: Rigid foamed polylsocyanurate board sandwiched between fiberglass skins on both sides. Brand: Polycon Class 1, IF. 2. Manufacturing Standard: Federal Specification HH- 1- 1972/2, 8/12/81. ASTM C -518 Factory Mutual Class 1, RIC/TIMA Aged Testing Procedure 281 -1. 3. Total Thickness: R -20. 4. Size: Minimum 4 feet by 8 feet. G. Bitumen: 1. Material: Air Blown Roofing Grade Asphalt 2. Manufacturer: Conglas approved only 3. Manufacturing Standard: ASTM D-312 of Federal Specification SS -A666 4. Type: HI H. Adhesives: 1. Material: An asphalt cement to be used on all mastic work, metal- priming, pitch pans, dressings, etc, Brand: Conmastic 2. Manufacturing Standard: Conglas Specifications 2.03 ACCESSORIES A. Screw and Plate Fasteners for Insulated Decks: 1. Type: Self- tapping screw with cap plate. 2. Manufacturing: Conglas 3. Brand: Roof -Grip 4. Cap Plate Material: Injection moulded, only 5. Screw Material: Hardened steel 6. Screw Coating: Clime seal finish 7, Screw Head Type: Deep recessed phillips 8. Screw Length: Penetrate deck minimum 1 -1/2 inch B. Nailers and Insulation Stops: 1. Material: Sono Wood Lumber 07513-4 2. Preservative Treatment: AWPA C -2 using water -borne preservative, 3. Nominal Width: Minimum 4 inches. 4. Thickness: Same as specified roof insulation thickness. C. Cant Strips: 1. Material: Perimeters - Wood 2. Penetrations: Wood fiber or wood 3. Wood Fiber Manufacturing Standard: LL-1535, ASTM C -208 4. Shape: Triangular 5. Minimum size on horizontal and vertical sides: 3 inches D. Expansion Joints: 1. Material: Factory fabricated expansion joint, 5 inch wide bellows of Dacron reinforced chlorinated polyethylene, permanently adhered 3/8 inch thick layer of highly efficient closed -cell foam insulation. 4 inch thick wide flat metal nailing flange mechanically double locked to each edge of bellows material. Brand: Conspan 2. Type: Galvanized 28 gage 2.04 EQUIPMENT A. Bitumen Heater: 1. Type: Thermostatically controlled and acceptable to manufacturer. 2. Condition: Equipment must be clean and in good operating condition to perform specified work. B. Felt Layer: 1. Type: Shall be multiple -gate valve type that spreads hot asphalt on roof surface just ahead of the felt as it is applied. Rotary -drum tape prohibited. 2. Condition: Equipment shall be clean and in good condition, hold sufficient asphalt to lay entire rool of fen. 2.05 FABRICATION A. The following materials are required per 100 square feet of roof area to comply with Conglas Specification: 1. RI- 24 -CMB 2. insulation, where specified, mechanically attached F.M. 1 -90 wind up -lift pattern. 07513 -5 3. Polycon Class 1 4. Foam - Conperl - 3/4 inch and 1 inch coverboard deck and insulation -100 square feet 5. Conbase MB25, 1 ply - 25 pounds 6. Conply A -IV, 2 plys - 22 pounds 7. Asphalt, inner ply mopping (three at 30 pounds) - 90 pounds 8. MB -CAP, 1 ply - 75 pounds PART 3 EXECUTION 3.01 EXAMINATION A. Deck shall be smooth, clean, dry, free of debris, and be rigid to support roofers and mechanical equipment without deflection that will strain or rupture any built-up roofing components. B. Deck shall be acceptable as suitable substrate prior to roof installation. C. Deck design shall provide slope to gutters. D. Roof insulation and built up roofing application shall not commence until all other trades have completed work on roof areas. E. Verify that deck surfaces to receive insulation are smooth, dry, clear of debris, and secure as required by manufacturer. F. Proceed with application of Fiberglass Built -up Roofing only when conditions are satisfactory and all defective deck has been replaced. 3.02 PREPARATION A. Roof decks shall be graded to drain roofs. B. Provide adequate slope, minimum of 1/4 inch per foot. C. Adequate expansion shall serve as area dividers where shown. 3.03 INSTALLATION A. Fleshings: 1. Flashing system should be component of or attached to roof deck structural system. 2. Shall not be applied until Fiberglass Built-up Roofing has been laid. 3. Extend roofing 2 inches above all cants. 4. All vertical surfaces shall be canted. 07513 -6 6. Nail all metal surfaces 4 inches o.c. 5. Nail or cement to deck. 6. Cover nail heads with plastic cement to prevent rusting. 7. Do not bury metal flanges in built -up roofing. . Fleshings: Parapet or walls. 1. Provide for nailing of membrane and counter fleshings in details. 2. Counter flashing should not be less than 9 inches nor more than 15 inches above roof line. 3. Waterproof at top and side or through wall above reglet or curb to prevent seepage behind or into flashing or roofing system. 4. Prime concrete walls with one gallon of conprime per 100 square feet of wall area and allow to dry thoroughly. 5. Metal surfaces are not acceptable for application of base fleshings. If metal surfaces are used in conjunction with membrane fleshings, prime metal with one gallon of conprime per 100 square feet of metal area and allow to dry thoroughly. 7. Provide metal coping (with expansion joints) over tops of parapets extending down over the through wall fleshings on inside. D. Cap and Counter Fleshings: 1. Metal counter fleshings shall be minimum 3 inches face with drip lip. 2. Bottom edge of skirt of all metal counter fleshings shall not be more than 4 inches above top of cant strip. 3. Lap metal end joints 3 inches or more. Do not solder. 4. Provide adequate fasteners to secure against effects of wind forces. 5. Skirt fasteners shall be water tight. E. Cants: 1. Shall be provided and installed at all vertical roof intersections. 2. Shall be approximately 4 inches in horizontal and 4 inches in vertical dimension. 3. Face of cant shall have an incline of not more than 45 degrees with roof. 4. Install on top of roof insulation or insulation stop. 5. Secure cants to roof deck with nails, steep asphalt, or plastic cement. 07513 -7 F. Metal Cants: Not approved for use with built -up roofing. 3.04 APPLICATION A, Asphalt: 1. Apply asphalt per EVT at point of application or use following table: Recommended Temp. At Asphalt Type Kettle Temp. Application 475 degrees 475 degrees B. Primer (Conprime): 1. Apply material by brush, spray, or roller on concrete and metal surfaces. 2. Material shall not be diluted or adulterated. C. Adhesive (Conmastic): 1. Apply material either by trowel or by hand. 2. Material shall not be diluted or adulterated. 3. Maintain working temperature recommended by manufacturer. D. Roof Insulation: 1. Lay insulation with edges parallel to the roof edges. 2. Insulation boards shall be laid in an ashlar (cross pattern) pattem (joints staggered) with joints between long dimension of boards continuous. 3. Space roof insulation 1/4 inch from all vertical fleshings. 4. Secure first layer of insulation boards with mechanical fasteners or subsequent layers with bitumen. 5. No more insulation shall be laid than can be completely covered in a day's work. 6. Perlite layer shall be installed in solid mopping of asphalt. E. Wood Insulation Stops: 1. Shall be 6 inches by thickness of insulation and installed at all vertical roof wall intersections and around through -roof projections to act as stop for insulation. 2. Bolt, nail, or otherwise securely fasten to roof deck. F. Multiple Layer Application: 1. Install Insulation in multiple layers with joints staggered in one direction. 2. Offset joints of top layer minimum of 24 inches over asphalt using 25 pounds per 100 square feet. G. Water Cut -Offs: 1. At end of each day's work, provide temporary water cut -offs at edge of insulation. Remove cut offs when work commences. 2. Water cut -offs shall be installed on board width and not more than 48 inches from all walls, parapets, curbs, and other objects to be flashed. 3. Water cut -offs shall be one layer of No. 15 pound organic felt embedded in solid uniform mopping of hot steep asphalt applied at rate of 3 pounds per 100 square feet. 4. 15 pounds organic felt shall be lapped minimum of 6 inches onto the deck. 5. Remove water cut -offs before proceeding with work. H. Wet Insulation: 1. Remove and replace all insulation exposed to rain. 2. Built-up roofing shall not be applied over wet insulation. I. Application of Base Sheets: 1. Conbase MB25 shall be laid dry, smooth and free of wrinkles. 2. Shall be applied at right angles to continuous joints of surface to be roofed. 3. Shall be lapped so water flows over or parallel to, but never against, the laps. 4. Shall be lapped 2 inches on sides and 6 inches on ends. J. Application of Ply Sheets: 1. Conply A -IV shall be shingled in, free of buckles or fishniouths. 2. May be applied by mechanical felt layer or rolled into hand mopping or asphalt. 07513.9 3. Shall be applied so that flow of water is over or parallel to but never against the lap. 4. End laps shall be minimum of 4 inches and minimum of 12 inches apart. 5. Embed full 36 inches width of each ply in hot asphalt applied at nominal rate of 25 pounds per 100 square feet on slopes less than 1 -1/2 inch: 12 inches 25 pounds per 100 square feet on slopes, 1/2 inch or greater and broom in with moderately soft commercial broom or squeege. 6. 'Brooming in' is required under normal conditions for both felt layer and hand mopped applications. 7. When 'Rolling in' by hand, the mopping asphalt shall be kept within feet of roll. 8. Mop shall be kept full and flow asphalt on roof. Do not scrub with mop. 9. Do not 'glaze in' ply sheet during interim between surfacing. K. Application of MB -Cap: 1. Roof surface shall be clean, free of dust, dirt, or moisture when cap is applied. 2. Ught priming is required if any surface oxidation has occurred on installed base - sheets. 3. Shall be applied free of buckles, wrinkles, blisters, fishmouths, or voids of any type between sheet and mopping asphalt. 4. Shall be applied over and parallel to underlying roofing and lapped, so that flow of water is over or parallel to, but never against, laps. 5. Shall be lapped with 2 inch side laps and 4 inch end laps. 6. End laps shall be broken not less than 3 feet apart. 7. Embed MB -Cap in hot steep asphalt applied at nominal rate of 25 pounds per 100 square feet. 8. Cut MB -Cap into 12 feet to 18 feet lengths. 9. It is recommended that MB-Cap lengths as they are flopped into place. Provide tension to ensure that sheet lays fiat in asphalt. 10. 'Brooming in' may be necessary under certain conditions to ensure bond between asphalt and sheet. 11. For clean, finished surface, embed loose granules into overrun of hot asphalt at side and end laps while asphalt is still hot. Final 'dressing up' may be accomplished with Conmastic and granule application. 07513-10 12. Weather conditions, such as temperature, wind, sun, etc. must be given consideration when temperatures get below 50 degrees F, as cracking, wrinkles, no adhesion, and fishmouths are more likely to occur. Precutting concap and stacking method will reduce application problems in these instances. SECTION 07600 FLASHING AND SHEET METAL PART 1 GENERAL 1.01 SUMMARY A. Conform to profiles and sizes shown on drawings, and comply with 'Architectural Sheet Metal Manual' by SMACNA, for each general category of work required. 1. Metal flashing and counter flashing. 2. Gravel stops, fascia units, and trim. 3. Elastic sheet flashing. 4. Elastic seismic joint system. 5. Gutters and downspouts. PART 2 PRODUCTS 2.01 MATERIALS A. Zinc- Coated Steel Sheet: ASTM A 526, 0.20 percent copper, 26 gage (0.0179 inch); ASTM A 525, designation 390 hot -dip galvanized, mill phosphatized. 1. Fabricate sheet metal with flat -lock seams; solder with type solder and flux recommended by manufacturer, except seal aluminum seams with epoxy metal seam cement and, where required for strength, rivet seams and joints. 2. Coat back -side of fabricated sheet metal with 15 -mil sulfur -free bituminous coating, SSPC -Paint 12, where required to separate metals from corrosive substrates including cementitious materials, wood or other absorbent materials; or provide other permanent separation. 3. Provide for thermal expansion of running sheet metal work, by overlaps of expansion joints in fabricated work. Where required for water -tight construction, provide hooked flanges filled with polyisobutylene mastic for 1 inch embedment of flanges. Space joints at intervals of not more than 50 feet for steel, 24 feet for copper or stainless steel, or 30 feet for zinc alloy or aluminum. Conceal expansion provisions where possible. B. Elastic Seismic Joint System: 1. Metal- Flanged Elastic- Sheet: Standard factory- fabricated system with 3/8 inch flexible closed -cell insulation laminated under flexible elastic center strip, including prefabricated comer and intersection units and other accessories, and with metal flanges conforming to profiles as shown. a Elastic Center Strip: Neoprene, 60 mils. b. Width: 5 to 61nch wide center strip, between flanges. c. Flanges: 04179 inch (26 gage) zinc - coated steel. 07600 -1 PART 3 EXECUTION 3.01 INSTALLATION A. Anchor work in place with noncorrosive fasteners, adhesives, setting compounds, tapes, and other materials and devices as recommended by manufacturer of each material or system. Provide for thermal expansion and building movements. Comply with recommendations of 'Architectural Sheet Metal Manual' by SMACNA. Seal moving joints in metal work with elastomeric joint sealants, complying with requirements specified in Division 7 Section 'Joint Sealants.' . Clean metal surfaces of soldering flux and other substances which could cause corrosion. 1, Mechanically fasten flanges of seismic joint units to substrates at spacing of 6 inches o.c. on curbs, walls, and parapets and 2 inches to 4 inches o.c. on cants. • Composition Stripping: Cover flanges (edges) of work set on bituminous substrate with two courses of glass fiber fabric (ASTM D 1668) set In and covered with asphaltic roofing cement. Performance Water- tight /weatherproof performance of flashing and sheet metal work is required. END OF SECTION SECTION 07900 JOINT SEALERS PART 1 GENERAL 1.01 SUBMITTAL A. Samples of each type and color of joint sealer required. PART 2 PRODUCTS 2,01 MATERIALS A. Compatibility: Provide joint sealers, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions, as demonstrated by testing and field experience. B. Colors: Provide color of exposed joint sealers indicated, or if not otherwise indicated, as selected by Architect from manufacturer's standard colors. C. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated, complying with ASTM C 920 requirements. D. Two -Part Nonsag Polysuifide Sealant: Type M; Grade NS; Class 12 -1/2. 'Chem- Caik.200' Bostik Construction Products Div. ' 30-5 Synthacalk' Pecora Corp. ' Sonolastic Two -part' Sonneborn Building Products Div. E. Multi -Part Pourable Urethane Sealant: Type M; Grade P; Class 25, ' Chem -Calk 550' Bostik Construction Product Div. Sikaflex 2C /SL' Sika Corp. 'THC -900' Tremco Inc. ' Sonolastic Paving Joint Sealant' Sonnebom Building Products. F. Acrylic - Emulsion Sealant: Manufacturer's standard, one part, nonsag, acrylic, mildew - resistant, paintable, acrylic - emulsion sealant complying with ASTM C 834. 'Chem -Calk 600' Bostik Construction Products Div. ' Sonolao' Sonneborn Building Products Div. ' Tremco Acrylic Latex' Tremco Inc. G. Preformed Foam Sealant: Manufacturer's standard preformed, precompressed, impregnated open -cell high - density urethane foam sealant impregnated with a nondrying, water repellant agent; in precompressed sizes and in roll or stick form to fit joint widths indicated; permanently elastic, mildew- resistant, nonmigratory, nonstaining, compatible with joint substrates and other joint sealers. H. Preformed Hollow Neoprene Gasket: Manufacturer's standard preformed polychloroprene elastomeric joint seal of the open -cell compression type complying with ASTM D 2628 and with requirements indicated for size, profile, and cross - sectional design. I. Hot- Poured Elastomeric Sealant for Concrete and Asphalt Pavements: Manufacturer's standard sealant for concrete and asphalt pavement joints complying with ASTM D 3405. J. Bituminous Fiber Joint Filler: Preformed strips of composition below, complying with ASTM D 1751. Asphalt saturated fiberboard. K. Sealant Backings, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 1. Plastic Foam Joint - Fillers: Preformed, compressible, resilient, nonwaxing, nonextruding strips of plastic foam of material indicated below, and of size, shape and density to control sealant depth and otherwise contribute to producing optimum sealant performance. a. Either flexible, open -cell polyurethane foam or non - gassing, closed -cell polyethylene foam, unless otherwise indicated, subject to approval of sealant manufacturer. 2. Elastomeric Tubing Joint - Fillers: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, non - absorbent to water and gas, capable of remaining resilient at temperatures down to -26 deg F ( -15 deg C). Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth and otherwise contribute to optimum sealant performance. 3. Bond - Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing bond between sealant and joint filler or other materials at back of joint. L Primer: As recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated. PART 3 EXECUTION 3.01 INSTALLATION A. Comply with joint sealer manufacturer's instructions applicable to products and applications indicated. B. Install sealant backer rod for liquid sealants, except recommended to be omitted by sealant manufacturer for the application shown. C. Install bond breaker tape wher shown and where required by manufacturer's recommendations to ensure that elastomeric sealants will perform properly. D. Employ only proven installation techniques, which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets, with complete wetting' of joint bond surfaces equally on opposite sides. E. Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces. 3.02 CLEANING Remove excess and spillage or . compounds promptly as the work progresses. Clean adjoinging surfaces by whatever means may be necessary to eliminate evidence of spillage, without damage to adjoining surfaces or finishes. A. Clean off excess compound by methods and cleaning materials approved by sealant manufacturer. 3.03 JOINT SEALER SCHEDULE A. Multi -part Pourable Urethane Sealant: Exterior and interior joints in horizontal surfaces of concrete; between metal and concrete, mortar, stone, and masonry. . One Part Nonacid Curing Silicone Sealant: Exterior and interior joints in vertical surfaces of concrete and masonry; between concrete masonry and stone; between metal and concrete, mortar, or stone; interior and exterior perimeter joints of metal frames in exterior walls; and exterior overhead joints. C. Acrylic Emulsion Sealant: Interior joints in field- painted vertical and overhead surfaces at perimeter of hollow metal door frames and all other interior joints not indicated otherwise. Two part Nonsag Polysulfide Sealant: Coping joint and coping to facade joints. END OF SECTION PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Standards: In addition to other specified requirements, comply with Steel Door Institute 'Recommended Specification for Standard Steel Doors and Frames' (SDI - 100), for the following classifications: 1. Exterior Doors: SDI -100, Grade III, extra heavy -duty, Model 2, minimum 16- gage faces. 1.02 SUBMITTALS A. With manufacturer's product data standard details and specifications for steel doors and frames, submit shop drawings showing application to project, as required. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturer: One of the following: Amweld /Div. American Welding & Mfg. Co. Ceco Corp. Curries Mfg. Div. Fenestra Corp. Mesker Industries, Inc. Pioneer Bldrs. Products Corp. /Div. CORE Industries, Inc. Steelcraft Mfg. Co. Republic Builders Products Corp. /Subs. Republic Steel. B. Thermal -Rated (insulating) Assemblies: Provide doors which have been fabricated with a thermal rated assembly with U factor of 0.24 or better. 2.02 MATERIALS A. Materials: Steel doors and frames; hot - rolled, pickled, and oiled per ASTM A 569 and A 568; cold - rolled per ASTM A 366 and A 568. 1. Galvanized sheets, ASTM A 526 with ASTM A 525, G 60 zinc coating, mill phosphatized for exterior units. B. Anchors and Accessories: Manufacturer's standard units. Use galvanized items for units built into exterior walls, complying with ASTM A 153. 2.03 FABRICATION SECTION 08110 STEEL DOORS AND FRAMES A. Fabrication: Fabricate units to be rigid, neat in appearance, and free from detects, warp, or buckle. Weld exposed joints continuousy, grind, dress, and make smooth, flush, and invisible. 08110-1 d t B. Prepare steel doors and frames to receive mortised and concealed finish hardware including cutouts, reinforcing, drilling, and tapping complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware.' 1 . Reinforce units to receive surface - applied finish hardware to be field applied. 2. Locate finish hardware as indicated or, if not indicated, per DHI 'Recommended Locations for Builder's Hardware.' . Shop paint exposed surfaces of doors and frame units, including galvanized surfaces, using manufacturer's standard baked -on rust - inhibitive primer. . Doors: Comply with SDI -100, of the types and styles indicated, for materials quality, metal gages, and construction details. . Frames: Comply with SDI -100, of the types and styles indicated for materials quality, 16 gage, and construction details. 1. Fabricate frames with mitered and welded corners, form exterior frames of hot - dip galvanized steel. 2. Prepare frames to receive two silencers on strike jambs of single -swing frames and on heads of double -swing frames. PART 3 EXECUTION 3.01 INSTALLATION A. Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings (if any). Fit doors to frames and floors with clearances specified in SDI -100. END OF SECTION 0811.0.2 1 ► SECTION 08333 OVERHEAD DOORS PART 1 GENERAL 1.01 SUBMITTALS A. Manufacturer's product data shop drawings, installation instructions, and maintenance data. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Subject to compliance with requirments, provide sectional doors by Jamison Door Company or approved. 2.02 MATERIALS A. Sectional Overhead Doors: Provide complete operating door assemblies including frames, sections, brackets, guides, tracks, counterbalance, hardware, operators, and installation accessories. 1. Steel Door Sections: ASTM A 446, Grade A or A526, galvanized steel sheets not less than 26 gage. a. Exterior section face, flat, ribbed, or fluted to suit manufacturer's standards. b. Door section insulated with polyurethane insulation. R -value for section only not less than R15. 2. Fabricate door sections with rolled horizontal meeting edges forming a weather seal. Enclose ends and provide intermediate stiles and horizontal and diagonal reinforcing as required for stability. a. Provide view windows, size standard with manufacturer. 3. Finish steel door sections by cleaning, pre- treating, and applying manufacturer's standard prime coat system. 4. Tracks, Supports and Accessories: Manufacturer's standard galvanized steel, sized for door weight and dimensions, complete with ball - bearing roller guides, brackets, bracing, and reinforcing. Provide continuous rubber or neoprene weather - stripping at top, bottom, and jamb of each door. 5. Hardware: Manufacturer's standard to suit size and type of door. Provide lifting handles, cremone type locking bars operable from inside only with chromium - plated operating handle and cylinder lock. 6. Counterbalance: Manufacturer's standard torsion spring mechanism. 08333 -1 7. Installation: Set door, track, and operating equipment complete with necessary hardware, jamb, and head mold stops, anchors, inserts, hanger, and equipment supports in accordance with manufacturer's installation instructions. a. High lift operating clearances. Electric Door Operators: Size and capacity as recommended by door manufacturer, complete with NEMA approved electric motor and factory- prewired motor controls, remote control station, and accessories. Provide hand - operated disconnect or mechanism to automatically engage emergency manual chain and sprocket operation, with interlock device to prevent motor operation. Provide NEMA approved momentary- contact, 3- button remote control station, marked 'open,' 'close,' and 'stop.' 1. Provide safety edge device extending full width of door bottom, located in neoprene or rubber astragal mounted to bottom door rail. Contact with switch before fully closing will immediately stop downward travel and reverse direction to fully- opened position. C. Push Up: Provide lift handles and pull ropes for raising and lowering doors, operating with not more than 25 Ibs lift or pull. PART 3 EXECUTION 3.01 INSTALLATION A. Set door and operating equipment complete with necessary hardware,. jamb, and head mold stops, anchors, inserts, hangers, and .equipment supports ' in accordance . with manufacturer's installation instructions. END OF SECTION:. • 2 PART 1 GENERAL 1.01 SUMMARY A. Provide complete finish hardware and suitable fastenings for project. Quantities listed in any instance are for supplier convenience only and are not guaranteed. 1. Best cores provided by Owner. B. All hardware furnished shalt comply with requirements of all applicable codes. All items furnished by factory authorized distributor maintaining parts, stocks, and services for standard specified items. 1.02 SUBMITTALS A. Schedules: 1. Provide catalog cuts for all items different from those specified. B. Templates: Supply templates to each fabricator of factory- prepared doors, frames, and other work. Upon request, check associated shop drawings to confirm that adequate provisions are made for proper installations. 1.03 QUALITY ASSURANCE A. Supply finish hardware by factory authorized hardware distributor who has been furnishing hardware in same area as project for period of not Tess than five years. 1.04 DELIVERY, STORAGE, AND HANDLING PART 2 PRODUCTS 2.01 MATERIALS SECTION 08710 HARDWARE A. Packaging: Deliver all items in manufacturer's original packages. Mark each hardware item with description and installation location in accordance with approved schedule. Deliver packaged hardware items at proper times to proper locations (shop or project site) for installation. A. Hardware Finish: Specific hardware components indicated in hardware groups do not restrict substitutions by other manufacturers listed herein. Finishes for hardware items specified are as follows: 1. Butts: Stanley /Hager /McKinney 2. Locksets: Schlage /Corbin/Russwin 08710-1 3. Closers: LCN 4. O.H. Stops: Corbin /Glynn - Johnson/Russwin /Rixson 5. Thresholds: Rixson /Pemko B. Butts: 1. Manufacturers Usted: Stanley/Hager/McKinney 2. Size: 3 feet and under - 4-1/2 x 4-1/2 except as required for 180 degree swing. 3. All exterior outswinging doors to have non - removable pins (NRP set screw in barrel). C. Locksets: 1. Manufacturer Listed: Schlage /Corbin/Russwin 2. Design: Lever-; • •- 3. Backset: 2-3/4 inches 4. Mortise Locksets: All lcksets and latchsets product of one manufacturer, heavy duty mortise type U.L approved for use on fire doors and 3/4 inch antifriction Iatchbolt. Functions as indicated in hardware groups. Provide curved lip strikes. Deadbolt functions shall be 1 inch projection. 5. Cylindrical Locksets: Locksets and iatchsets shall be cylindrical type with functions as indicated in hardware groups. Provide curved lip strikes. 6. Locksets and Iatchsets furnished with sufficient strike lip to protect trim. Note: 3/4 inch Iatchbolts require 3/4 inch minimum clearance for trim, otherwise extended lip strikes must be furnished. 7. All locks shall have wrought box strikes. D. Door Closers, Surface: 1. Manufacturer Usted: LCN 2. Fumish drop plates where required. 3. Furnish sex nuts and bolts for all doors. 4. Closers shall have a five year guarantee. E. Stops: 1. Manufacturer Usted: BBW /Ives 2. Where wall stops are specified, but cannot be used, substitute floor stop. If wall stop or floor stop cannot be used, advise Architect of specified door during submittal process. Provide proper height floor stops to suit conditions. 08710 -2 F. Overhead Stops: 1. Manufacturer Listed: Corbin /Glynn - Johnson/Russwin /Rixson 2. Provide proper size overhead stop for series specified in hardware groups. 3. All surface overhead stops shall be through bolted with sex nuts and bolts. 4. All overhead stops shall be the product of one manufacturer. G. Gasket and Threshold: 1. Manufacturer Listed: Pemko/Rixson 2. Types as specified in hardware groups. H. Door Silencers: 1. Manufacturer Listed: Glynn Johnson 2. Quantity: Furnish three for each door frame. 3. Type: 64 or 65. PART 3 EXECUTION 3,01 INSTALLATION A. Install all hardware installed by mechanics skilled in application of institutional grade hardware. B. Refer to A.S.A.H.C., B.H.M.A., and S.D.I. for mounting heights. 3.02 PROTECTION A. Protect exposed hardware surfaces during construction period from damage to products and finishes. 3.03 ADJUSTING AND CLEANING A. Adjust hardware for correct operation. G L B. After installation of hardware and before building accepted, Inspect installation and certify that hardware is correctly installed in accordance with manufacturer's recommendations. Make necessary adjustments. 3.04 HARDWARE GROUP: 1 -1/2 pr Butts BB191 US32D 4-1/2 x 4-1/2 NRP 1 ea Lockset L970 -03A 626 loss cylinder, cylinder by Owner 1 ' ea Closer P4041 Alum x TB 1 ` ea Wall Stop W145X US26D (Door 1A2) 1 ea Floor Stop F121X (Modify to accommodate stair landing) Door 1A1 1 ea Kickplate 37 US32D 8XLDW 1 ea Door Bottom 315CN 1 ea Gasketing 315CR head 2 ea Gasketing 315CR jambs 1 : ea Threshold 171A x MS & ES END OF SECTION 09710 PART 1 GENERAL 1.01 SUMMARY SECTION 09900 PAINTING A. This section includes surface preparation and application of paint materials to exposed interior and exterior items and surfaces scheduled. 1. Surface preparation, prime and finish coats specified are in addition to shop - priming and surface treatments. B. Paint exposed surfaces whether or not colors are designated in 'schedules,' except where surface or material is indicated not to be painted or is to remain natural. Where item or surface is not mentioned, paint same as similar adjacent materials or surfaces. If color or finish is not designated, Architect will select from standard colors or finishes available. C. Painting is not required on pre - finished items, finished metal surfaces, concealed surfaces, operating parts, or labels. 1. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code - required labels, or equipment name, identification, performance rating, or nomenclature plates. D. 'Paint' includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate, or finish coats. 1.02 QUALITY ASSURANCE A. Single Source Responsibility: Provide primers and undercoat paint produced by same manufacturer as the finish coats. B. Coordination of Work: Review sections In which primers are provided to ensure compatibility of the total systems for various substrates. 1. Notify Architect of problems anticipated using materials specified. C. Material Quality: Provide manufacturer's best quality trade sale type paint material of various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to Imply that products named are required or to exclude of equal products of other manufacturers. 2. Federal Specifications establish minimum quality level for paint materials, except where other product identification is used. 3. Products that comply with performance requirements of applicable Federal Specifications, yet differ in composition, may be considered for use when acceptable to Architect. Furnish material data and manufacturer's certificate of performance to Architect for proposed substitutions. 09900 -1 1.03 DELIVERY AND STORAGE A. Deliver materials to job site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label with trade name and manufacturer's instructions. B. Store materials not in use in tightly covered containers in well ventilated area at minimum ambient temperature of 45 degrees F (7 degrees C). Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.04 PROJECT CONDITIONS A. Do not apply paint in snow, rain, fog, or mist, when relative humidity exceeds 85 percent, at temperatures less than 5 degrees F (3 degrees C) above dew point, or to damp or wet surfaces. 1.05 MAINTENANCE A. Extra Stock: Furnish one properly labeled and sealed gallon for each type of finish coat of each color taken from batch mix furnished for work. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers approved to meet project requirements: PART 3 EXECUTION 3.01 PREPARATION Fuller O'Brien Corp. Benjamin Moore Pratt and Lambert Parker Paint Kelley Moore A. Examine substrates and conditions under which painting will be performed for compliance with requirements. Do not begin application until unsatisfactory conditions have been corrected. B. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and items In place that are not to be painted, or provide protection prior to surface preparation and painting. Remove items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting, reinstall items removed using workmen skilled in trades Involved. C. Clean surfaces before applying paint or surface treatments. Schedule cleaning and painting so dust and other contaminants will not fall on wet, newly painted surfaces. D. Surface Preparation: Clean and prepare surfaces to be painted in accordance with manufacturer's Instructions for each particular substrate condition. 3.02 APPLICATIONS 1. Notify in writing of problems anticipated using specified finish coat material with substrates primed by others. 2. Cementitious Surfaces: Prepare concrete, concrete masonry, cement plaster, and similar surfaces to be painted by removing efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. a. Use abrasive blast cleaning If recommended by paint manufacturer. b. Determime alkalinity and moisture content of surfaces to be painted. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. 3. Ferrous Metal: Clean non - galvanized ferrous metal surfaces that have not been shop- coated; remove oil, grease, dirt, loose mill scale and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. a. Touch -up shop - applied prime coats that have been damaged, and bare areas. Wire- brush, clean with solvents and touch -up with the same primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with non - petroleum based solvents so that surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock, by mechanical methods. E. Materials Preparation: Mix and prepare paint in accordance with manufacturer's directions. 1. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain before using. 2. Use only thinners approved by manufacturer, and only within recommended limits. A. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in 'schedules.' 2. Provide finish coats that are compatible with primers used. 3. Number of coats and film thickness required is same regardless of application method. Do not apply succeeding coats until previous coat has cured. Sand between applications where required to produce a smooth, even surface. 4. Apply additional coats when undercoats or other conditions show through final coat, until paint film is of uniform finish, color, and appearance. 5. Term "exposed surfaces' includes areas visible when permanent or built -in items are in place. Extend coatings in these areas to maintain system integrity and provide desired protection. a Omit primer on metal surfaces that have been shop- primed. B. Scheduling Painting: Apply first -coat to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable, and before subsequent surface deterioration. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried. C. Minimum Coating Thickness: Apply materials at manufacturer's recommended spreading rate. Provide total dry film thickness of system as indicated or recommended manufacturer. 1. Texture: Light stippled texture, minimum texture required to achieve a uniform finish. D. Prime Coats: Before application of finish coats, apply a prime coat as recommended by manufacturer to material required to be painted or finished, and has not been prime coated by others. 1. Recoat primed and sealed substrates where there is evidence of suction spots or unsealed areas in the first coat to assure a finish coat with no burn - through or other defects due to insufficient sealing. E. Brush Application: Brush -out and work brush coats into surfaces in an even film. Eliminate cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Draw neat glass lines and color breaks. 1. Apply primers and first coats by brush unless manufacturer's instructions permit use of mechanical applicators. F. Mechanical Applications: Use mechanical methods for paint application when permitted by manufacturer's recommendations, governing ordinances, and trade union regulations. 1. Wherever spray application is used, apply each coat to provide equivalent hiding of brush - applied coats. Do not double -back with spray equipment building -up film thickness of two coats in one pass, unless recommended by manufacturer. G. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3.03 FIELD QUAUTY CONTROL A. Owner reserves right to engage services of independent testing laboratory to sample paint material being used. Samples of material delivered to project will be taken, identified, sealed, and certified in presence of Contractor. 1. Testing laboratory will perform appropriate tests as required by Owner. 2. If tests show material being used does not comply with specified requirements, Contractor may be directed to stop painting and remove non - complying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint from previously painted surfaces, if, upon repainting with specified paint, two coatings are non - compatible. 3.04 CLEANING A. At end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from site. B. Upon completion of painting, clean glass and paint- spattered surfaces. Remove spattered paint by washing, scraping, or other proper methods using care not to scratch or damage adjacent finished surfaces. C. Protect work of other trades, whether to be painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. D. Provide 'Wet Paint' signs to protect newly - painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. E. At completion of contruction activities of other trades, touch -up and restore damaged or defaced painted surfaces. 3.05 EXTERIOR PAINT SCHEDULE A. Provide paint systems for various substrates, as indicated. B. Ferrous Metal: 1. Lusterless Alkyd Enamel: Two finish coats over primer. a Primer: Synthetic Rust - inhibiting primer FS TT- P-664. Primer is not required on items delivered shop primed. b, First and Second Finish Coats: Lusterless Alkyd Enamel FS TT -E -521, Class A. C. Zinc Coated Metal: 1. High Gloss Alkyd Enamel: Two finish coats over primer. a. Primer: Galvanized Metal Primer FS TT-P-641. b. First and Second Finish Coats: Alkyd Gloss Enamel FS TT- E-489. 3.06 INTERIOR PAINT SCHEDULE A. Provide paint systems for various substrates as indicated. C . Ferrous Metal: 1. Semi -Glass Enamel Finish: Two coats over primer, with total dry film thickness not less than 2.5 mils. Primer: Synthetic Rust Inhibition Primer FS TT- P-664. Primer coat is not required on Items delivered shop primed. . Undercoat: Interior Enamel undercoat FS TT-E-543. c. Finish Coat; Interior Semiglass Odorless Alkyd FS TT -E -509. Zinc- Coated Metal: 1. Semi -Glass Finish: Two coats over primer, with total dry film thickness not Tess than 2.5 mils a Primer: zinc Dust - Zinc Oxide Primer Coating FS TT-P-641 b. Undercoat: Interior Enamel Undercoat FS TT -E -543. . Finish Coat: Odorless Interior Alkyd Semi -Gloss Enamel FS Tr-P-509. END OF SECTION PART 1 GENERAL 1.01 SUBMITTALS A, Submit manufacturer's comprehensive product and test data for each type of loading dock equipment, and include shop drawings for information which is not included in or marked -up on product data. B. Submit manufacturer's maintenance and service data, including address and telephone number of nearest authorized service representative. 1.02 QUALITY ASSURANCE A. Dock Leveler Standard: Comply with applicable requirements of ANSI MH14.1 except as otherwise indicated. PART 2 PRODUCTS 2.01 MANUFACTURER A. Subject to compliance with requirements, provide products of one of the following: 1. Dock Bumpers: Frommett Industries, Inc. Schuyler Manufacturing Co., Inc. Kelly Company, Inc. Serco Engineering Corp. 2. Dock Levelers: Power Ramp or approved 3. Dock Seals: Frommett Industries, Inc. 4. Dock Lights: Kelly Company, Inc. Rite -Hite Corp. Serco Engineering Corp. SECTION 11160 LOADING DOCK EQUIPMENT 5. Wheel Chocks: Pawling Corporation or approved 2.02 FABRICATION A. Dock Bumpers: Provide the manufacturer's standard units of the type, size, and arrangement indicated. 11160-1 1. Laminated tread type units, fabricated from multiple piles cut from fabric- reinforced rubber truck tires to uniform thickness of 4-1/2 inch and mounted to structural steel rod and angle supports with not less than 1 inch of the tread piles extending beyond face of closure angle. Dock Levelers: Provide hinged -lip dock levelers designed for permanent installation in concrete pits preformed in edge of loading platform at locations shown, and of type, function, operation, capacity, size, and construction indicated complete with controls, safety devices, and accessories required. 1. Similar to Power Ramp, Model 20168, 20,000 Ib. capacity presently installed. 2. Relocate all existing dock levelers. C. Dock Seals: Provide seals of type, style, size, fabric, and color to match existing complete with anchorage and accessories required. D. Dock Lights: Provide dual arm, overall length 60 inches, minimum rotation 240 degrees, UL listed, E. Wheel Chocks: Provide wheel chocks similar to style SC -12 with CH -2 safety/security chain. PART 3 EXECUTION 3.01 INSTALLATION A. Comply with manufacturer's detailed instructions for installation of loading dock equipment. END OF SECTION 1 PART 1 (ENEF :ral.. 1 .01 SECTION 15650 REFRIGERATION A. Following speci f i cat i oris and attached drawings are guidelines . for installation of complete operating refrigeration tion installation. Where specific equipment is called nut, there will be no exceptions cans uri1, s approved by Owner. S. Conduct all work in an orderly fashion using accepted methods of construction and employing craftsmen skilled in their respective trades. Construct in accordance with all national, state, and local code% and standards, including but not limited to 1. Uniform Building Code 2. Uniform Mechanical Cade , National Fire Protection Bulletins 4. Underwriters Laboratory Fire Protection Materials Equipment C. These specifications cover furnishing of all labor, material, tools and apparatus for all mechanical refrigeration Work, testing, adjusting and retesting required to put all systems in an approved operating condition, c.al 1 ed for in specifications, and required by job conditions. U. Drawings accompanying these specifications are design n drawing and generally are diagrammatic. They dr.► not show every condition, offset, brand or elbow which may be required for installation of various materials, equipment and piping in allotted space, Follow drawings as closely was practical and install additional bends and offsets where required for the installation of the work, and at no additional cost to Owner. Final engineering drawings w i l l be provided for approval before installation of system is started. Refr1cleratirrrt contractor responsible fur the familiarity with specification, accompanying drawings, and e>ti.!st.irtg systems and conditions at the work ;site. Cost of any errors or delays sat,tsed by lack of familiarity with any or all of the above shall be borne by Cont.rar: :tor. . Make such variations with Owners approval from drawings and specifications as may be necessary to obviate any unforeseen.interferenses, 1°02 COORDINATION A. Coordinate work with other trades and adapt work necessary to that of other trades to lend satisfactory completion of project. 1°03 INTERRUPTIONS IN EXISTING SERVICES A. If required, give written notice to Owner no less than one week in advance of any interruption in services required for connection of new with existing systems" Schedule interruptions in service Owners convenience and cost of any temporary connection, or overtime charges for labor or equipment rental shall be borne by refrigeration contractor. Limit number and extent of interruptions in existing services. 1.5 SITE CONDITION A. keep work site neat and orderly and dispose of any refuse. 1"6 PROVIDE SERVICES & POWER PART 2 PRODUCTS 2.01 MATERIALS A. Furnish labor and 'equipment to unload machinery and equipment associated with the work. B. Furnish labor, equipment and material to move into position, mount, align, and assemble all compressors, pumpsv air handling units, and vessels associated with this work. C. Anchor floor mounted equipment installed Oh concrete bases by means of anchor bolts or expansion type anchors. Shim equipment to required level. Cover shim with non-shrink, high strength grout to eliminate dirt accumulating crevices. D. Furnish all necessary concrete inserts, anchor bolt% and other embedded items required within scope of mechanical refrigeration installation. E. Contractor responsible for all required pipe penetrations. F. Protect all new and existing work, fiwtures equipment, machinery, And materials from physical damage, construction dirt, and weather" 2.02 PIPING A. GENERAL 1. Arrange piping in compact SOace saving layouts. Run piping vertically plumb. Run horizontal piping level or pitched as required. Where space limitations and odd angle or interference create awkward welding position, pre assemble such sections and it into place as unit: . 2. Install eccentric rreducing Couplings, pitched fittings, etc.... where r ttrt e.ss ry to eliminate pockets and traps. 3. Upon completion of the work, or as sper_tliec.i, _ this. ;Refrigeration contractor shall: a. Chec:l, and tighten all 'valve.' bonnets , ,repacking necessary to stop leakage. h. Clean all strair►car s.furrtisr.hed. . ,Jraints 1. Qualification of . wel dl ny procedures and welders performance, in ac:r_ordranc:ca with section IX, ASME Boiler and Pressure Ves=sel Coda. 2. Threads to be cut sacic.care and reamed. Cut with aharp, ciie! and clean. C. PIPE S11F'F'ORT AND HANI3E;fif'i 1. Support piping independent installed. 2. Install hangers, anchors, brackets, team clamps, guided, etc. shall be installed as required for proper supper{: and 'functioning of ,:711 pipping and appurtenances of system. 3. Size I•<<znge s and install in manner to acc. ominl:.ic.1att= pipe, insulatir.n, and protective saddle, where required. 4. Place hanger or suppur t both before and after change in direction of piping. C. JOINT'S Hangers and sc-(ppur•tw; Galvanized. of equipment to whi.ch . it is E►. Piping: Pickled, oiled and capped to insure all foreign material is removed before installation. 2.03 AMMONIA PIPING A. STANDARDS: Conform to latest edition of American Standard Safety Code for mechanical refrigeration. El. PIPE 1. Liquid igc.cid lines: Schedule #nrr steel pipe for !;J.a:s4 1- -1/2 inch and smaller, sizes larger than 1-1/2 inch may be schedule I 40 steal pipe. 2. Suction and hot gas lines: Schedule 080 steel pipe for lines 1.1/4 inch and smaller. Sixes Larger than 1 -1/4 inch may be schedule 040 steel pipe. 3. All refr•i p.ratiorc pipe: AS:' -h or A106. 1. Joints 4-1/4 inch and smaller, weld or thread. Weld Joints larger than 1-1/4 inch 2. Joint Compound used for threaded connections shall be expando, L D. FITTINGS 1. Fittings for ammonia lines: ; 00r0# forged steel. Unions rated at 3000#k with ground steel seats. 2. Fl angev:: Ammonia type tongue and groove flanges. Sizes 1 inch and smaller may be ova two bolt type Sizes larger than 1 inch up to 4 i nc:h inclusive, shall be square 4 bolt type. Sizes larger than 4 inch shall be round. Flanges shall be constructed of forged steel and be rated for working pressure of 500 PSI. Or as supplied by equipment manufacture. E. VALVES 1, Valves: Ammonia typo globe or angle valves, as manufactured by Hansen Technologies, kefrigeratinn Specialties or approved equal. . Valves shall, he designed jnead fc r back: seating and male to bn repacked under pressure. Valves 1. inch and smaller may be threaded. Valves above 1 inch shall be soc::ke?t or butt weld type. F. PRESSURE t.URF REGULATORS Rc SOLENOIDS D 1. Regulators and solenoids shall he designed for ammonia • service and shall be manufactured by Refrigerating Specialties Company or approved. 2. Rate sr..11enrid coils for 120 volt service. M 3. Supply regulators with pressure gages and gage valves.. 2.04 Insulation A. Insulate refrigeration suction, subcaol ed liquid and hot gas piping. B. All insulation rnater ail s> shall comply with OSHA requirements. C. Apply insulation in a neat_ and workmanlike manner Remove and replace all insulation not applied in accordance with manufacturer's specifications or not presenting neat appearance. D. Rigid i n s u l a t i o n inserts supplied as required under hangtiers; and support. Stainless steel sheet metal saddles rh^a11 he used on outside of insulation at al 1 bearing pc:ri. nt% of hangers or supports. Saddles shall be 'formed to 'Fit insulation and shall extend up to the center line of the pipe. E. Piping and dc.u,t work insulation shall be continuous when passing through walls., partitions, roofs, etc. nee 1 O 100 1 a. r7A POnF.AA1 F. Pipe, fitting, and duct work surfaces shall he clean and dry . before insulation is applied.' •G. Adhesives, mastics, and sealing compounds used shall be 'compatible with the specified insulation and in accordance with manufacturer's recommendations for application. H. Pressure test piping before applying insulation. 2.05 Ammonia Refrigeration System A. Insulate piping and vessels per following thickness schedule; Incr. IC ICC Material Thickoess Finish Liquid Urethane 1 inch PVC Jacket Intermediate Urethane 2 inch F'VC Jacket *Hot•Gas Fiberglas . 1 inch PVC jacket Suction,low temp Urethane ' 3 inch F'VC Jacket Suction,high temp Urethane 2 inch PVC Jacket * Note; 2nd staee compressor discharge to evaporative condenser shall not be insulated. Insulate only hot gas linPd to be used for defrost. B. Flexible foam insulation; Johms-Mansville Aero tube or approved equal. Where possible insulation shall be slipped over pipe as a full cylinder. Where necessary to cut and at all butt JOinte, insulation shall be joined by sling with a water proof vapor barrier adhesive, Johns- Marysville No. 57 or approved equal. Paint two coats of compatible white latex paint on insulation C. Urethane insulation; Extol, Inc. or approved. Pipe and fitting insulation shall be premolded to fit the individual pipe • or fitting, Urethane shall have a thermal conductivity of not les% than 0.17 BTU in/Hr Ft2 of D. PVC pipe insulation cover to be appl.ied to all And vessels which are insulated. insulated line% ocinc mma 5" Pressure veesels 1. Insulate Pressure vessels per attached schedule: Material Thickness Finish Suction Accumulator 2.6 Pressure Vessels 1) Manufacturer's name" • Urethane • 3 inch PVC 2. Premo2ded urethane insulation sized for the tank diameter to he installed on vessels . Urethane insulation shall be manufactured by Extol, /nc. Or approved equal. A. Contractor provide vessels detailed in equipment section and the accompanying drawings. Contractor responsible for receiving, erecting and ineLalling vessels. B. Vessels shall be manufactured •by a shop familiar with and experienced in manufacture of vessels for industrial ammonia refrigeration service. C. Pressure vessels exceeding six inches inside diameter shall comply with the rules of section V1l1 Division 1, 1983 ASME BOILER AND PRESSURE VESSEL CODE covering the requirements for design, fabrication, inspection and testing during rPnstrUrtton of unfired pressure vessels. Minimum design 9reseure shall be 250 PSIS for high side preseuro and i50 PSIS for low side • pressure. D. Manufacturer of the pressure vessels to provide the following data on a permanently affixed nameplate: 2) Maximum allowable working preeeure at temperature. 3) Manufacturer's serial number, 4) National board number. 3) Year manufactured. 6) Additional pressure and temperature • stamping below —20 F which are not impact tested (see eectiun VIII, Division 1, 1983 ASME Boiler and Pressure Voesel Code.) 7) Manufacturer to supply Owner with four copiesof shop drawings for approval before fabrication. Part 3: Refrigeration Equipment 3.01 Compressors A. Refrigeration compressors to be rotary screw type. Provide units with standard manufacturer's features. Compressors to be liquid injection oil cooled and to have mirro-processor control panels. Approved packages are FRICK or approved. 1.SECOND BTABE AMMONIA COMPRESSOR: Provide and install one Frick model RWB11-60 rotary screw compressor. Compressor package has manufactures rating of 103.9 TR. requiring 177.2 BHP at +10 saturated refrigerant suction temperature and $5 degrees saturated refrigerant discharge temperature. Compressor package is complete with manufactures standard features including; Structural steel base assembly A%SME oil separator Coupling, coupling guard Suction strainer Suction and discharge isolation valves Suction and dls'Jh+rge check valves Positive djsplaneme/iL oil pump Oil filters and strainers Two stage oil separator with coalescent elements Screw oil cooling systefl liquid injection Variable VI slide valve Micro-processor control panel Factory starter panel, ILL. labeled Compressors to he direct driven by two 150 HP. open drip proof 460' volt, 3 phase, 60 hertz. 3600 RPM motor. 3"02 livaporator A.Produce dock (+50) evaporators shall be Frigid Coil HTA -364-1/3 with air defrost, and insulated pans. Manufactures rating of the evaporator to be 7,09n 0TUH" Evaporator% to be installed as shown on drawing. B. Meat/deli dock (+40) evaporators shall be Frigid Coil HTA -364-1/3 with hot gas defrost, and insulated pans. Manufactures rating of the evaporator to be 7,095 BTUH. Evaporators to be installed as shown on drawing. Z.02; Miscellaneous equipment A. Provide complete operating ammonia charge for �*��t�m . rpv �� �nmp e e p�rm n� m , B. Provide all required crane service and equipment rental for installation of equipment. Owners fork lifts shall not be used for construction purpose. PART 4. F'REON EQUIPMEN7 4.01 PIPINO A. Arrange piping in compact space saving layouts. Run piping vertically plumb. Run horizontal piping level or pitched as required. Where space limitations and odd angle or interference • create awkward welding position, pre-assemble such sections • and it into place Ms finished units. D. Install eccentric reducing couplings, pitched f1tting5., etc.... wherR necessary to eliminate pockets and traps. O. Upon completion of the work or as specified, this Refrigeration cnnLractur shall: l" Check and tighten all valve bonnets, repacking if necessary to stop leakage. D.Joints 2. Olean all strainers furnished. 1" All qua1ificaiior/ of welding procedures And wo2ders performance, shall be in accordance with section IX, ASME Boiler and Pressure Vessel. Code. 2. Threads be cut square and reamed. Cut with - sharp die% and clean. Copper to copper Joints to be made with 6% silver • brazing rod. Copper to steel/bronze 45% silver brazing rod. 4"02 PIPE': SUPPORTS AND HANGERS A. Support piping indepandenL of equipment to which it is installed. D. Install hangers, anohors brackets, beam clamps, guides, etc" • shall as required for proper support and functioning of all pipping and appurtenances of system" C. Size hangers and install xn manner to accnmmodatopipe insulation, d to* ��ve saddle. where required. n , an pro c a e, �re requ re . D. Place a hanger or support both before and after any change in direction of piping. E. Hungers and supports: Galvanized. F. Steel piping: Pickled, oiled and capped to insure all foreign Material i5 removed before :inlita11ation. G. Cc:)pr,er° pi pincf: Refrigeration grade type. L. ACR. - 4.03 1=RECIN r'1P]:N A. STANDARDS: Freon 'piping ,hal1.. conform try 1 ateett , r„cii t.i.crt of American Standard Safety Code for mechanical refrigeration. 1 . Liquid lines; Schedule 4901 steel pipe for. sizes 1-1/ inch and smaller, sizes larger than 1-1/2 inch may he schedule # 40' steel pipe. 2. Suction and hot gas: Sehedt..t1e 1k830 steel .pipe: for lines 1 /4 i noh and rnal 1. er''. Sizes larger than .17114 :. nch mew be schedule #40 steel pipe. 3. Refrigeration 'steel pipe; AZ3-I or A106. 4. Refricjj ration copper piper Type: L ACR. C. FITTINGS 1" Fittings for frgon lines: 300044 furged steel. Unions rated at 3000# with ground steel seats. Standard ACR copper fittingsacc«vptab1e. 2. Flanges shall be freon type tongue and groove flanges. Sites 1 inch and smaller may be oval two bolt type. Sizes larger than 1inch up to 4 inch inclusive, eha1l he square 4 bolt type. Sizes larger than 4 inch shal] be round. Flanges shall be constructed of forged steel and be rated for a workine pressure of 500 P8%. Or as supplied by equipment manufacture. D. VALVES 1. Valves: Freon type globe or angle valves, a% manufactured. by Refrigeration Specialties (Parker), henry superior or approved. E. PRESSURE REGULATORS ti( SOLENOIDS 1. Regulators and solenoids shall be designed for freon service' and shall be manufactured by Refrigerating Specialties Company or approved. 2. Solenoid coi1% shall be rated for 120 volt service. 3" Supply regulators with pressure gages And eage valves. 4"04 PRESSURE TEST: Pressure test low side to 1f5M paig" and high oiid*w to 250 psig. Perform test with nitrogen and maintained for 24 hrs without significant loss of pressure. • 4.05 Evacuation: Evacuated system to 500 microns. Maintain vacuum of 500 microns for 24 hrs. At completion of evacuation the system shall be charged with refrigerant. 4.08 OPERATION: Install refrigerant charge and p]ace in operation. Qualified Journeyman to test and train maintenance personnel in the operatlen of equipment. ***END*** C C C L L L C PART 1 GENERAL SECTION 16010 GENERAL PROVISIONS 1.01 GENERAL Conform to the General Conditions, Supplementary Conditions, and related work in other Divisions for all work in Division 16. See Division 1 for sequence and phased construction of work. 1.02 SCOPE OF WORK It is the intention of this Division of the Specifications and the accompanying drawings to describe and provide for the furnishing, installing, testing and placing in satisfactory and fully operational condition all equipment, materials, devices and necessary appurtenances to provide a complete electrical system, together with such other miscellaneous installations and equipment hereinafter specified and /or shown on the drawings. The work shall include all materials, appliances and apparatus not specifically mentioned herein or shown on the drawings, but which are necessary to make a complete, fully operational installation of all electrical systems shown on the drawings or described herein. Equipment and devices furnished and installed under other Divisions of this specification (or the Owner) shall be connected under this Division. The drawings and specifications are complementary and what is called for in either is binding as if called for in both. 1.03 WORK IN OTHER DIVISIONS See all other divisions of specifications for other work which includes but is not limited to: Temporary Power Cutting and Patching Door Hardware Painting, Refinishing and Finishes Equipment Wiring Conveying Systems Mechanical /Refrigeration Control Wiring Mechanical /Refrigeration Equipment Fire Protection 1.04 CODES AND REGULATIONS A. If any conflict occurs between government adopted code rules and this Specification, the codes are to govern. Nothing in these drawings and specifications shall be construed to permit work not conforming with the governing codes. Also, this shall not be construed as relieving the Contractor from complying with any requirements of the drawings or specifications which may be in excess of requirements of the hereinbefore mentioned governing codes and rules and not contrary to same. 16010 - 1 SECTION 16010 GENERAL PROVISIONS B. The electrical systems shall be installed based on the following current Standards. NFPA 70 National Electrical Code as adopted and amended by the State of Washington and /or Local Jurisdiction Uniform Building Code International Conference of Building Officials as adopted and amended by the Local Jurisdiction. The Contractor is required to familiarize himself with the detailed requirements of these standards and any local codes and ordinances as they affect the installation of specific electrical systems. 1.05 PERMITS AND FEES The Contractor shall obtain and pay for all licenses, permits and inspections required by laws, ordinances and rules governing work specified herein. The Contractor shall arrange for inspection of work by the inspectors and shall give the inspectors all necessary assistance in their work of inspection. 1.06 COORDINATION A. The Contractor is responsible for coordinating Division 16 work with the work in other divisions of the contract and /or other contractors /trades doing work on the project and shall examine all drawings and specifications of other trades including the mechanical, architectural, and structural for construction details and necessary coordination. B. Obtain submittals and shop drawings of all equipment with electrical connections furnished under other divisions of the specifications. Provide all wiring in accordance with requirements indicated. Advise the Architect of any changes which may affect the contract price. C. Special attention is called to the following items and all conflicts shall be coordinated prior to installation. 1. Door swings to the end that switches will be located on the "strike" side of the door. 2. Location of grilles, pipes, sprinkler heads, ducts and other mechanical equipment so that all electrical outlets, lighting fixtures and other electrical outlets and equipment are clear from and in proper relation to these items. 3. Recessing and concealing electrical materials in CMU walls, concrete construction, precast construction and similar construction methods. 16010 - 2 16010 - 3 SECTION 16010 GENERAL PROVISIONS 4. Electrical characteristics (HP, KVA, voltage, phase) of actual equipment furnished under other divisions being different from that shown on the electrical drawings. 5. Attachment of electrical equipment and materials to insulating panels shall be avoided unless approved by the Architect. D. The Contractor will not be paid for relocation of work, cuttings, patching and finishing required for work requiring reinstallation due to lack of coordination prior to installation. 1.07 CONTRACT DRAWINGS A. Raceways, boxes and ground connections are shown diagrammatically only and indicate the general character and approximate location. The layout does not necessarily show the total number of raceways or boxes for the circuits required, nor are the locations of indicated runs intended to show the actual routing of the raceways. The Contractor shall furnish, install and place in satisfactory condition all raceways, boxes, conductors and connections and all other materials required for the electrical systems shown or noted in the contract documents to be complete, fully operational and fully tested upon completion of the project. B. The drawings do not show all requirements of the specifications. The drawings and specifications are complementary and what is called for (or shown) in either is required to be provided as if called for in both. C. The horsepower of motors and apparatus wattages shown on the drawings are estimated requirements of equipment furnished under other Divisions of this contract or other contracts and bid shall be based on these sizes. Overload elements shall be provided to suit actual equipment nameplate current. Advise Architect of any equipment changes or substitutions affecting electrical systems. Conform to Substitution Requirements, Section 16100. D. Any minor changes (less than 6' -6" horizontal) in the location of the raceways, outlets, boxes, devices, wiring, etc., from those shown on the drawings shall be made without extra charge, where coordination requires or if so directed by the Architect before rough -in. E. Contractor shall consult the architectural drawings for the exact height and location of all electrical equipment not specified herein or shown on the drawings. F. Outlet locations shown on the drawings are approximate. Contractor shall study the building drawings in relation to spaces and equipment surrounding each outlet so that the outlet is correctly positioned and symmetrically located for proper usage. Lighting fixtures are to be symmetrically located according to room layout. SECTION 16010 GENERAL PROVISIONS . When inserts or sleeves for outlet boxes, conductors, cables and /or raceways are required, Contractor shall provide and shall fully coordinate the installation thereof with other trades. 1.08 ITEMIZED SCHEDULE OF COSTS Furnish a contract cost breakdown by specification section to the Architect with a copy to the Engineer to allow evaluation of partial payment requests. Refer to the Supplementary Conditions of General Contract for details, and conform thereto. 1.09 WARRANTY The Contractor shall guarantee all work installed under this specification. He shall make good, repair or replace, at his own expense, any defective work, materials or parts which may show themselves within one year after final acceptance, if in the opinion of the Architect said defect is due to imperfection in material, design or workmanship. Incandescent lamps are not warranted, but all shall be operating at time of final acceptance. 1.10 RECORD DRAWINGS Continually record the actual electrical system(s) installation on a set of prints kept readily available at the project during construction. These prints shall be used for this purpose alone. Accurately locate with exact dimensions all underground and underslab raceways and stub -outs. At the completion of the work, Contractor shall furnish the Architect a set of reproducible record drawings (xerox type) and the set of mark -ups. Final payment to the Contractor will not be authorized until these prints have been submitted to and accepted by the Architect. 1.11 ELECTRICAL EQUIPMENT OPERATION AND MAINTENANCE (O&M) MANUALS A. The Contractor shall prepare four (4) O &M manuals for all equipment . furnished under Division 16 of the specifications. B. The information included must be the exact equipment installed, not the complete "line" of the manufacturer. Where sheets show the equipment installed and other equipment, the installed equipment shall be neatly and clearly identified on such sheets. SECTION 16010 GENERAL PROVISIONS C. These 0 & M manuals shall contain all the information needed to operate and maintain all systems and equipment provided in the project. It shall be presented and arranged in a logical manner for efficient use by the Owner's operating personnel. The information provided shall include but not be limited to the following: 1. Equipment manufacturer, make, model number, size, etc. 2. Equipment nameplate data. 3. Description of system configuration and operation including component identification and interrelations. A master control schematic drawing(s) may be required for this purpose. 4. Dimensional and performance data for specific unit provided as appropriate. 5. Manufacturer's recommended operation instructions as appropriate. 6. Manufacturer's recommended lubrication and servicing data including frequency as appropriate. 7. Complete parts list including reordering information, recommended spares and anticipated useful life (if appropriate). Parts lists shall give full ordering information assigned by the original parts manufacturer. Relabeled and /or renumbered parts information as reassigned by equipment supplier not acceptable. 8. Shop drawings. 9. Wiring diagrams. 10. Signal equipment submittals shall contain step -by -step circuit description information designed to acquaint maintenance personnel with equipment operation in each mode of operation. D. Wiring diagrams for each system shall be complete drawings for the specific system installed under the contract. "Typical" line diagrams will not be acceptable unless properly marked to indicate the exact field installation. E. The information contained in the manuals shall be grouped in an orderly arrangement by specification index. The manuals shall have a typewritten index and divider sheets between categories with identifying tabs. The completed manuals shall be bound with hard board covers. (0 & M manuals shall not exceed 5" thick. Provide two or more volumes if required. Signal and communication systems shall be in separate volume(s).) The covers shall be imprinted with the name of the job, Owner, Architect, Electrical Engineer, Contractor and year of completion. The back edge shall be imprinted with the 16010 - 5 SECTION 16010 GENERAL PROVISIONS name of the job, Owner and year of completion. Hard board covers and literature contained may be held together with screw post bindings. Bayless Bindery (206) 622 -6395 acceptable. . A preliminary copy, complete except for the bound cover, shall be submitted 60 days prior to completion of the project for checking and review. Four (4) bound, final, corrected copies shall be provided. Deliver one (1) to Sparling & Associates, Inc. Deliver three (3) to the Owner via the Architect 20 days prior to scheduled instruction periods. Obtain a receipt for the manuals and forward a copy of the receipt to both the Architect and Engineer with the completed form. 1.12 FINAL ACCEPTANCE REQUEST The Contractor shall submit to the Architect, with a copy to the Engineer, a Job Completion Form (form attached in this section) properly filled out prior to the time final acceptance of the electrical work is requested. At this time also submit copies of final inspection certificates and receipts for loose materials turned over to the Owner. PROJECT NAME: PROJECT LOCATION: DATE: JOB COMPLETION FORM A. Electrical Inspectors Final Acceptance Copy of certificate attached. Name Agency B. Fire Marshal's Final Acceptance of Fire Alarm System Copy of certificate attached. Name C. The following systems have been demonstrated to Owner's representative. 1. Fire Alarm System D. Record Drawings Attached Transmitted previously to E. 0 & M Manuals Attached • Transmitted previously to F. Test Reports Attached Transmitted previously to SECTION 16010 GENERAL PROVISIONS Date Agency Date Owner's Rep. Date 16010 - 7 Date Date Date G. The work is complete in accordance with contract documents and authorized changes except for and the architect /engineer's representative is requested to meet with at on Supervisor of Electrical Work Time Date Contractors Rep. Signature Date Note: Additional copies of this form are available from Sparling & Associates, Inc., 1920 Eastlake East, Seattle, WA 98102 1.13 ABBREVIATIONS AND DEFINITIONS When the following abbreviations and definitions are used in relation to the work for Divisions 16 they shall have the following meanings: Item Meaning Accepted Reviewed with no exceptions taken to submittal material. See "Submittal" below. AHJ Authority Having Jurisdiction ANSI American National Standards Institute Approved Inspected and accepted by the Authority Having Jurisdiction ASTM American Society for Testing Materials Boxes Outlet, Junction or Pull Boxes Code All codes currently enforced at project location. Compression Compressed using a leverage powered (hydraulic or equivalent) crimping tool Connection All materials and labor required for equipment to be fully operational. Electrical Metallic Tubing Outside of or penetrating the outer surfaces of the building weather protective membrane. Tested and approved and operating to the satisfaction of the AHJ, manufacturer and contract documents EMT Exterior Location Fully Oper- ational Furnish ICEA Install KCM 16010 - 8 SECTION 16010 GENERAL PROVISIONS Deliver to the jobsite Insulated Cable Engineers Association To enter permanently into the project and make fully operational. Thousand circular mils (formerly MCM) Mfr. Manufacturer SECTION 16010 GENERAL PROVISIONS NEC National Electrical Code, National Fire Protection Association Publication #70 (latest adopted edition with amendments) NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association Noted Shown or specified in the contract documents PVC Polyvinyl Chloride Provide Furnish and install RGS Rigid Galvanized Steel Required As required by code, AHJ or contract documents for the particular installation to be fully operational. Shop Drawing Hand drafted document which fully details the equipment and intended installation relative to this specified project. Shown As indicated on the drawings or details. Submittal Material for Engineer review which may contain catalog cuts, shop drawings, wiring diagrams, etc., of the actual material being furnished. Underwriters' Laboratories, Inc. Raceway, conductors and connections END OF SECTION 16010 PART 1 GENERAL SECTION 16030 TESTING 1.01 DESCRIPTION Test and give written certification that the entire electrical installation complies with contract documents, code and proper system operation. Include all costs for testing in bid. Furnish all apparatus and material required for testing. 1.02 CIRCUIT TESTS The Contractor shall test all wiring and connections for continuity and ground before any fixtures or other loads are connected. Tests shall be made with a 500V. minimum DC "Megger" type tester. If tests indicate faulty insulation (less than 2 megohms), such defects shall be corrected and tested again. 1.03 GROUNDING TEST A. Measure the OHMIC value of the Electric Service Entrance metallic "System Ground" with reference to "Earth Ground" using the "Multiple Ground Rod" method and suitable instruments. Maximum resistance to ground shall be less than 10 ohms. If this resistance cannot be obtained with the ground system shown, notify the Architect immediately for further instruction. B. Confirm that the neutral is grounded only at the separately derived service equipment by removing the neutral grounding conductor and meggering the neutral bus. 1.04 MOTOR AND EQUIPMENT TESTS Check all motors and equipment for proper rotation. 1.05 TORQUE TESTS For every conductor terminated in an overcurrent device or bolted type connection; torque all connections per manufacturers recommendations and tabulate the results on a tabular form and /or copy of panel schedules. 1.06 FIRE ALARM TEST Test every component of the fire alarm in the presence of a representative of the Authority Having Jurisdiction. 1.07 OTHER SYSTEM TESTS Test as indicated in individual specification sections. 1.08 TEST REPORTS Submit to the Engineer a copy of the certified test reports for all tests noted and include copies in the 0 & M manual. 16030 - 1 SECTION 16030 TESTING PART 2 PRODUCTS 2.01 MATERIALS AND INSTRUMENTATION All shall be provided by and remain the property of the Contractor. PART 3 EXECUTION 3.01 SCHEDULE Notify Architect 10 working days prior to performance of any test. END OF SECTION 16030. PART 1 GENERAL 1.01 RELATED WORK Same as in Section 16010. SECTION 16050 EXISTING SYSTEMS 1.02 EXISTING SYSTEMS MAINTAINED Prior to bidding, existing systems and systems adjacent to the work shall be investigated thoroughly. Any damage resulting from performance of work under this contract shall be repaired to assure continuing operation and integrity during and at completion of the project at no increase in contract cost. Any existing wiring serving devices to remain in service and which is interrupted by work performed under this contract shall be rerouted to maintain circuit continuity. The building will continue operation during the work and it is essential that no systems operation be interrupted unless scheduled with the Architect. Contractor shall assume responsibility for unscheduled interruptions and expedient repair. 1.03 EXISTING SYSTEMS CONCEALED A. The electrical drawings show portions of the existing electrical systems which are to remain, be removed or be modified as a part of the Contractor's work. Concealed features of the existing systems are derived from record drawings and the Engineer's best judgment of the configuration, but no guarantee is made as to their correctness. B. The Contractor shall inspect the existing installation prior to bidding and shall make his own judgment as to the work required to provide a complete installation within the intent of the contract documents. 1.04 DEMOLITION WORK A. All demolition work required under this contract is not shown on the drawings. B. The Contractor shall inspect the existing installation prior to bidding and shall make his own judgment as to the work required to provide complete demolition within the intent of the contract documents. 1.05 TEMPORARY ELECTRICAL EQUIPMENT Removing, temporary hanging by chains and reinstalling light fixtures, exit signs and other electrical equipment is not shown on the drawings. The Contractor shall investigate the demolition work and include this work in the bid. Clean and reinstall. Provide new lamps when so noted. Provide temporary relocation of exit signs to original location when exit is reactivated. 16050 - 1 PART 2 PRODUCTS 2.01 EXISTING MATERIALS All materials which are a part of the building shall remain the property of the Owner. 2.02 EXISTING MATERIALS TO BE REINSTALLED Existing materials and equipment (except interior, undamaged raceways) that are removed as a part of the work or stored in surplus shall be reinstalled as a part of the new systems specifically noted as on the drawings. The requirements of the specifications (i.e., condition, installation, testing, etc.) shall apply as if the materials were new, furnished by the Contractor. 2.03 EXISTING MATERIALS NOT TO BE REINSTALLED A. In coordination with the Architect, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. items selected for retention shall be turned over to the Owner. These items shall be delivered to a location on the premises selected by the Owner. Take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement material of like kind and quantity. B. All material not selected for retention by the Owner and.debris shall be legally disposed of by the Contractor. PART 3 INSTALLATION 3.01 EXISTING CONDITIONS Examine the structure, building, and conditions under which electrical work is to be installed for conditions detrimental to proper and timely completion of electrical work. Do not proceed with work until deficiencies or detrimental conditions have been corrected. Report deficiencies or detrimental conditions of existing electrical work which might be unsuitable to connect with or receive other work. Failure to so report shall constitute acceptance of other work as being fit and proper for the reception of electrical work. 3.02 DEMOLITION Switchboards, panelboards, signaling and communication systems, other electrical equipment free standing or surface mounted, raceway (exposed) and conductors; which are no longer in service presently or as a result of this contract shall be removed. Unused flush mounted devices, outlet and other boxes in finished areas shall be removed from wall and the remaining hole patched to match adjacent wall surfaces. Unused raceways and sleeves shall be cut flush at ceiling, floor or wall and filled with grout. 16050 - 2 SECTION 16050 EXISTING SYSTEMS END OF SECTION 16050 SECTION 16050 EXISTING SYSTEMS 3.03 POWER OUTAGES The facility will continue its normal operation during the construction work; therefore it is required that the Contractor schedule electrical system(s) outages with the Architect. Electrical systems(s) outages to Owner occupied areas shall not be permitted at any time on any day of the week, unless scheduled and acceptable to the owner. In the event that the Contractor's work causes or contributes to an electrical system(s) outage (or other system fault), the Contractor is responsible for immediately correcting the problem. Included (as examples) shall be any premium time required to stay on the job site until problem is corrected and air freight for parts not locally available. 3.04 PREMIUM TIME Premium time shall be included in the. Base Bid for electrical system(s) outages and for other work as required by the schedule, as shown on the drawings and as noted in other. Divisions of the Specifications. 3.05 ACCESS TO PERFORM WORK Carefully remove, store or temporarily hang and re- install in undamaged condition all electrical equipment, lighting fixtures where access to perform . work is required. Clean prior to re- installation. Provide new lamps when so noted. PART 1 GENERAL PART 2 PRODUCTS 16100 - 1 SECTION 16100 BASIC MATERIALS AND METHODS 1.01 DESCRIPTION This section contains the general requirements for materials and installation methods which apply to all sections of Division 16. All materials and equipment shall be installed in conformance with the manufacturer's installation instructions and U.L. requirements. 2.01 GENERAL A. All materials to be new, free from defects and not less than quality herein specified except as permitted in Section 16050. Materials shall be designed to insure satisfactory operation and operational life in the environmental conditions which will prevail where they are being installed. B. Each type of materials furnished shall be of the same make, be standard products of manufacturers regularly engaged in production of such materials and be the manufacturer's latest standard design. C. All materials and equipment installed, including lighting fixtures, shall have been tested and listed by Underwriters Laboratories or other approved testing organization and shall be so labeled unless otherwise permitted by the Code Inspector (AHJ) and the Architect. 2.02 SUBSTITUTION OF MATERIALS A. Listing of materials is not intended to prevent listing of other material provided the substitute product is submitted for listing and has been reviewed and listed in accordance with the following Substitution of Materials requirements. 1. No Substitute: It is the intent of this specification to require new materials to be compatible with the existing installation and to this end certain materials and systems are indicated "No Substitute" and shall be provided as specified. 2. Listing Prior to Bid Opening: Listing of products other than those specified will be issued after the following requirements are met: Requests to be original material, clearly indicating the product fully complies with contract documents and be neatly marked with yellow felt tip marker to clearly define and describe the product for which listing is requested. Include certified laboratory test report for lighting fixtures. Samples shall be submitted if requested. Requests shall be received prior to 10 days before bid opening. Requests containing insufficient information to confirm compliance with contract documents will not be considered. C, 6, t t t t t C 3. After Award of Contract: Substitution of products will be considered after award of contract only under the following conditions: a. The Contractor shall have placed orders for specified materials promptly after contract is awarded. b. The reason for the unavailability is beyond the Contractor's control, i.e., due to strikes, bankruptcy, discontinuance of manufacture, acts of God. c. Requests for substitutions shall be made in writing and shall be accompanied by complete description of the material or equipment. 4. Contract Price Change: The Contractor shall furnish information which fully describes the product, plus his proposed contract price change. (See General Conditions for form of proposal). B. In all cases, should a substituted material result in requiring electrical system or building modifications; the Contractor alone shall pay all costs to provide these modifications including all costs to the Engineer and Architect for redesign time required to accommodate the required modifications. 2.03 COMPLETE SYSTEMS All the systems mentioned shall be complete in every detail and fully operational upon completion of the project unless specifically noted otherwise. Mention of certain materials in these specifications shall not be construed as releasing the Contractor from furnishing such additional materials and performing all labor required to provide complete and fully operational systems. 2.04 SUBMITTALS AND SHOP DRAWINGS A. Submittals: Within 30 days after award of contract, submit common brochure(s) with index and divider tabs by specification section, containing all required catalog cuts, to the Architect in a three ring binder with hardboard cover. The data shall indicate listing by U.L. or other approved testing agency and contain sufficient information neatly highlighted with yellow or blue marker to demonstrate that the materials being submitted fully comply with contract documents. Each item submitted shall have been stamped "Reviewed and Approved" by the Contractor prior to review by the Architect. (Note: Submittals and shop drawings which are incomplete or which contain insufficient information will be returned for resubmittal.) See General Conditions for format, quantity, etc. 16100 - 2 SECTION 16100 BASIC MATERIALS AND METHODS SECTION 16100 BASIC MATERIALS AND METHODS B. Shop Drawings: Shop drawings shall be submitted as soon as available but not later than 45 days after award of contract. Shop drawings shall show the ratings of items and systems and how the components of an item or system are assembled, interconnected, function together and how they will be installed on the project. System layout drawings shall show floor plans with complete device layout and point -to -point wiring and connection diagrams between all components of the system. Show wire sizes and color coding. C. The contractor agrees that submittals and shop drawings processed by the Architect are not change orders; that the purpose of submittals and shop drawings by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. The Contractor alone accepts all responsibility for assuring that all materials furnished under this Division of the specifications meet in full all requirements of the contract documents. The Engineer's review is for general conformance with the design concept and contract documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications, nor departures therefrom. The Contractor remains responsible for details and accuracy for confirming and correlating all quantities and dimensions, for selecting fabrication processes and for techniques of assembly. D. Submittals are required for: Qualification Certificates Contract Cost Breakdown Raceways Wire and Cables Cable Connectors Splicing Kits Wiring Devices Motor Controllers Disconnects and Fused Switches Fuses Transformers Switchboards, Additions and Panelboards Lighting Fixtures and Ballasts Lighting Standards and Poles Fire Alarm w /AHJ approval indicated Motor Control Center Additions 16100 - 3 E. Shop Drawings are required for: Switchboard Additions Motor Control Center Additions Fire Alarm w /AHJ approval indicated C. See Section 16105. 16100 - 4 SECTION 16100 BASIC MATERIALS AND METHODS 2.05 NAMEPLATES Provide permanently attached nameplates constructed of plastic (black on white) laminated material engraved through black surface material to white sublayer. Exception: Emergency distribution system component labeling - white letters on red background. A. Job Nameplate: Refer to Section 16470. B. Switchboard and Panelboard Nameplates: Refer to Sections 16470 and 16471. C. Receptacle Nameplates: Refer to Section 16140. D. Motor Starter and Disconnect Nameplates: Refer to Sections 16160 and 16170. E. Special Equipment Outlet Nameplates: Refer to appropriate Sections. F. Emergency Power System Nameplates: Refer to Section 16470. G. As shown on the drawings and details. PART 3 INSTALLATION 3.01 CUTTING BUILDING CONSTRUCTION A. Obtain permission from the Architect and coordinate with other trades prior to cutting. Locate cuttings so they will not weaken structural components. Cut carefully and only the minimum amount necessary. Cut concrete with diamond core drills or concrete saws except where space limitations prevent the use of such. tools. B. All construction materials damaged or cut into during the installation of this work must be repaired or replaced with materials of like kind and quality as original materials by skilled labor experienced in that particular building trade. 3.02 EXCAVATIONS A. Excavations shall not disturb or injure walls, footings or other property. B. Remove all surplus earth not needed for backfilling and dispose of same as directed. 3.03 PENETRATIONS OF FIRE RATED ELEMENTS Must be provided such as to retain that rating. 16100 - 5 SECTION 16100 BASIC MATERIALS AND METHODS 3.04 PAINTING A. Painting in general will be covered under another Division of this specification, except items furnished under this Division that are scratched or marred in shipment or installation shall be refinished. B. Exposed raceways in finished areas, shall be painted with two coats of oil based paint. Paint color shall match color of surface the raceway is attached to. 3.05 CLEAN UP Contractor shall continually remove debris, cuttings, crates, cartons, etc., created by his work. Such clean up shall be done daily and at sufficient frequency to eliminate hazard to the public, other workmen, the building or the Owner's employees. Before acceptance of the installation, Contractor shall carefully clean cabinets, panels, lighting fixtures, wiring devices, cover plates, etc., to remove dirt, cuttings, paint, plaster, mortar, concrete, etc. Blemishes to finished surfaces of apparatus shall be removed and new finish equal to the original applied. 3.06 WORKMANSHIP AND OBSERVATION A. Workmanship shall be of the best quality and none but competent and experienced electricians shall be employed and shall be under the supervision of a competent and experienced foreman. All completed work shall represent a neat and orderly appearance. B. All work and materials shall be subject to observation at any and all times by representatives of the Architect. 3.07 EQUIPMENT CONNECTION A. For equipment furnished under this or other Divisions of the specifications, or by owner; provide complete all electrical connections necessary to serve such equipment and provide required control connections to all equipment so that the equipment is fully operational upon completion of the project. Whenever the drawings show an equipment connection the Contractor shall provide the code required disconnect switch. B. Prior to rough -in, obtain submittals and shop drawings for all equipment requiring electrical connections being furnished under other divisions of the specifications and by the owner. Provide all wiring per the wiring diagrams and requirements indicated. 3.08 INTERFACE WITH OTHER TRADES A. The Contractor shall continually interface and coordinate the electrical work with the work of other trades. SECTION 16100 BASIC MATERIALS AND METHODS . At each switchboard, panelboard and motor control center location the Contractor shall monitor the work of all trades to assure that the space and clearance requirements of code are met. HOUSEKEEPING PADS Provide concrete housekeeping pad when noted under each floor mounted switchboard, transformer, and motor control center. Size 4" greater (horizontal minimum) than base of equipment mounted thereon. Minimum height 3 1/2 ". Refer to Division 3 for "Cast in Place" concrete. Equipment mounting bolts to be Grade 8. When housekeeping pad is poured on previously poured concrete or is for engine or motor driven equipment, the pad shall be reinforced (#4, 12" o.c., both ways) and the rebar shall be tied to the existing floor via Grade 8 3 -bolts (previously set) or expansion bolts or other acceptable means. The existing slab shall be thoroughly cleaned and prepared for the pad just before the pour. PART 1 GENERAL 1.01 DESCRIPTION A. Provide all excavation, trenching, backfill and surface restoration required for the electrical work. B. The Contractor performing the work in Division 16 shall include in bid all costs required to perform the electrical site work. PART 2 PRODUCTS 2.01 CONCRETE Concrete shall be Class 5, manufactured with 3/4 inch aggregate and Type 1 cement. 2.02 ASPHALT Asphalt shall be Class B, manufactured with MC -250 asphalt. 2.03 CRUSHED ROCK Crushed rock shall be 1 1/4" minus unless smaller is required for bedding material. 2.04 SAND Sand shall be clean and washed building sand. 2.05 TOPSOIL Topsoil shall be equal in quality to that removed. 2.06 SOD New sod shall be mature, densely rooted grass free of weeds and objectionable grasses. 2.07 PLANTS Plants shall be obtained from a commercial nursery and be similar to those replaced. PART 3 INSTALLATION 16105 -1 SECTION 16105 ELECTRICAL SITE WORK 3.01 EXISTING UTILITIES A. The existing utilities shown on the contract drawings have been plotted from available records. No guarantee is made to the accuracy of the locations indicated, and is shown for whatever benefit the Contractor may derive therefrom. B. Contact all serving utilities and have them locate their lines prior to commencing work. Forty -eight (48) hours prior to commencing work telephone "Call Before You Dig" at 1- 800 - 424 -5555. The Contractor shall also have the owner locate all utility lines prior to commencing work. SECTION 16105 ELECTRICAL SITE WORK C. Protect shown, visible and located utilities from damage. Promptly have repaired all active shown, visible and located utilities damaged by construction. This repair shall be made solely at the expense of the Contractor. D. When despite all care and caution damage occurs to active utilities not visible, located or shown on the contract documents, the Contractor shall immediately obtain a decision as to repair. When so directed the repair shall be made immediately by the Contractor whose trade is involved. The contract price shall not change when the conditions outlined above and utmost possible care and caution have not been followed. E. Adjust the depth of electrical utilities to avoid existing utilities with no change to contract price. F. Remove all stumps required to perform site work without damaging adjacent finished surfaces. 3.02 SECURING SITE WORK The Contractor alone is solely responsible for securing all electrical site work with adequate barriers, warning indicators and shoring. 3.03 TRENCHING A. Trenching shall be to depths as required by code, the particular installation, or as shown on the drawings. Trench width and length as required by the installation or as shown. 6. Trench bottom shall be free of debris and graded smooth. Where trench bottom is rock, or rocky, or contains debris larger than 1 ", or material with sharp edges, Contractor shall over excavate 3" and fill with 3" of sand. C. Separation between new electrical utilities and other utilities shall be 1' -0" minimum except gas lines shall be 1' -0" both vertical and horizontal and shall be 3' -0" (horizontal) for all water service lines. D. All crossings of concrete or asphalt shall be performed only after the surface material has been saw cut to required width and removed. 3.04 EXCAVATIONS A. Excavations shall be as required for installation intended or as shown. B. Excavation bottom shall be free of debris and graded smooth. Where bottom is rock, or rocky, or contains debris larger than 1 ", or material with sharp edges, Contractor shall over excavate 6" and fill with 6" sand. 16105 -2 SECTION 16105 ELECTRICAL SITE WORK C. Where excavations are for installing utility companies vaults, the excavation and vault installation shall conform to utility requirements in addition to contract document requirements. 3.05 DEWATERING Provide, operate and maintain all pumps or other dewatering equipment required for control of water in trenches and excavations for electrical site work during the entire construction period. 3.06 SHORING Provide as required by trenching and excavating to secure site work. 3.07 BACKFILL, BEDDING AND COMPACTION A. Backfill around raceways per 16110. B. Backfill around vaults and handholes to be free of debris larger than 1 3/4" in all directions to 1' -0" from vault. C. Bedding for all vaults, and any handholes larger than 3' -0" x 3' -0 ", shall be 0' -6" of pea gravel or sand. For handholes smaller than 3'- 0" x 3' -0" shall be 0' -3" pea gravel or sand. D. All other backfill shall be free of debris larger than 6" in diameter. E. All backfill material shall be placed so as to obtain a minimum degree of compaction of 95 percent of the maximum density at optimum moisture content. Moisten backfill material as required to obtain proper compaction. F. Broken pavement, concrete, sod, roots and debris shall not be used for backfill. G. Within the one year guarantee period, re -fill, compact and re- finish all settled areas to grade. 3.08 WASTE MATERIAL DISPOSAL Promptly remove from the site and legally dispose of all materials from trenching and excavation which are remaining after backfill and compaction. 3.09 SURFACE REFINISHING A. Refinish every disturbed surface to its' original condition. B. All planted materials not surviving 90 days after contract acceptance shall be replaced by the Contractor at his own expense. C. Return after one year and refinish all settled areas to grade. 16105 -3 END OF SECTION 16105 SECTION 16105 ELECTRICAL SITE WORK 3.10 CARE OF PLANTS AND TREES Remove and safely store all plants and trees with trunks smaller than 0' -6" diameter prior to commencing site work. Trees larger than 0'- 6" shall be avoided when so indicated on the drawings. Replace all plants and trees upon completion of site work. r 1. 1. 1 1. 16110 - 1 SECTION 16110 RACEWAYS PART 1 GENERAL 1.01 DESCRIPTION Provide all raceway systems complete and in conformance with code. PART 2 PRODUCTS 2.01 RIGID METAL CONDUIT (RGS) AND INTERMEDIATE METAL CONDUIT (IMC) A. Shall be hot dipped galvanized steel. Fittings shall be galvanized malleable iron or noncorrosive alloy threaded fittings compatible with galvanized conduit. Erickson couplings, watertight split couplings, similar to OZ permitted. Set screw and running thread fittings not permitted. B. Wherever rigid galvanized steel conduit is specified, intermediate metal conduit is permitted unless noted or required otherwise. 2.02 ELECTRICAL METALLIC TUBING (EMT) A. Hot dip galvanized, electrogalvanized or sherardized, steel tubing. B. Couplings and Connectors: Raintight; steel or malleable iron type using a split corrugated compression ring and tightening nut or stainless steel locking disc. Steel set screw fittings are permitted. Indenter, drive -on and pressure cast or diecast type fittings are not permitted. 2.03 FLEXIBLE METAL CONDUIT A. Galvanized, heavy wall flexible steel for dry locations. Aluminum and flexible metallic tubing not permitted. Fittings: malleable iron or steel, similar to Thomas and Betts "squeeze" type. B. Liquid Tight Flexible Metal Conduit. PVC weatherproof cover over flexible steel conduit. Fittings: similar to Thomas and Betts "Super- Tite ". 2.04 RIGID NONMETALLIC CONDUIT (PVC) Schedule 40, rigid polyvinyl chloride type, unless noted otherwise. Type EB permitted for underground rebar reinforced concrete duct banks. PVC elbows not permitted. 2.05 EXPANSION FITTINGS Malleable iron, hot dip galvanized allowing 4" ( +/ -2 ") conduit movement. O -Z /Gedney type AX series. 2.06 SEALING FITTINGS Wall sealing fittings shall be 0 -Z /Gedney FSK series for new construction and CSM series for existing construction. At each wall sealing fitting provide an 0 -Z /Gedney or Crouse Hinds EYS series PART 3 INSTALLATION SECTION 16110 RACEWAYS conduit seal fitting. Raceway stubups and stubouts shall have 0 -Z/ Gedney CSB series conduit seals together with the wall sealing fittings. 3.01 GENERAL A. Provide raceways concealed in construction unless noted otherwise or unless noted or specifically authorized by the Architect. B. Supports, bending, reaming and threading of raceway shall conform with code. 3.02 RIGID METAL AND INTERMEDIATE METAL CONDUIT All connections shall be watertight. Shall be used for: 1) all raceways where subject to damage, 2) all stubups in concrete, 3) all stubouts through concrete walls or from slabs, 4) where exposed to weather. 3.03 ELECTRICAL METALLIC TUBING (EMT) Provide for wiring in masonry or frame construction and for wiring in furred ceilings and above suspended ceilings. May be used for exposed work in unfinished areas where not subject to damage. Where construction involves masonry work, assemble and install at the same time as the wall is erected. Avoid surface cut masonry units wherever such masonry units are to remain unplastered or uncovered in completed construction. EMT not permitted to be encased in concrete slabs. 3.04 FLEXIBLE METAL CONDUIT Provide flexible raceway connection with 90 degree loop minimum for isolation to 1) motors 2) transformers and 3) to all other equipment subject to vibration, (i.e. control equipment, such as solenoid valves, pressure controls, aquastats, pneumatic electric relays, etc.). Provide liquid tight for pumps, for equipment in areas which are regularly washed down, and for equipment in damp, wet or controlled atmosphere locations. Provide code bonding jumper. 3.05 METAL SURFACE RACEWAY Verify exact mounting and locations with Architect prior to rough -in. Install parallel to a building surface (i.e., wall, ceiling, floor). Fasten to surface as recommended by manufacturer. Mount so raceway is in the least obvious location. Ream all cuts smooth. Provide all required boxes, extensions, fittings, elbows and devices for a complete installation. 3.06 RIGID NONMETALLIC CONDUIT A. When permitted by code, may be used underground, or where completely encased with 2" of concrete (or as required by code). Field bends shall be limited to less than 44 degrees and shall be formed only with manufacturer's recommended heater. All elbows shall be rigid 16110 - 2 L , 1 1 L 16110 - 3 3.07 RACEWAYS UNDERGROUND A. Shall be rigid galvanized steel painted with two coats of bitumastic coating; or rigid galvanized steel with a 15 mil. PVC jacket (repair abrasions with PVC base paint). Rigid nonmetallic raceways may be used where permitted by code unless noted otherwise. . Arrange and slope raceways entering building to drain away from building. C. Provide marker tape over all underground raceways. Marker tape shall read "Caution - Electric Line Buried Below" as manufactured by Terra Tape or accepted equal. Marker tape shall be installed 1' -0" below grade. D. Install underground raceways a minimum of 24" below final grade (36" on public property) unless otherwise noted or required. E. Provide backfill around underground raceways. Use clean sand 12" above and below raceways. Backfill above 12" shall be free of debris or rocks greater than 1" in diameter. Raceways shall be spaced 7 -1/2" minimum between centers and 3" minimum between raceways. F. Raceways to be encased in concrete shall be anchored to prevent floating during pour. 3.08 RACEWAYS THAT STUB UP THROUGH FLOOR Install at such depth that the exposed raceway is vertical and no curved section of the elbow is visible. SECTION 16110 RACEWAYS steel. Penetrations through floors shall be rigid steel. Stub ups shall be rigid steel elbows. Raceway size may need to be increased to include code required ground wire. Provide expansion joints per code. 3.09 SEALING OF RACEWAY PENETRATIONS A. Exterior wall surfaces above grade: Provide watertight seal around all raceways. For concrete construction above ground level, cast raceway in wall or core drill wall and hard pack with a mixture of equal parts of sand and cement. For other types of construction use method acceptable to Architect. B. Exterior surfaces below grade: Provide watertight seal around all raceways. Cast raceway into wall (or floor) or use manufactured seal assembly. C. Roofs: Provide flashed and hot mopped weatherproof seal, or a pitch pan filled and sealed to be weatherproof where raceway penetrates roof membrane. Provide a weatherhead on all raceway stubups penetrating roof. C C t t. t. t C SECTION 16110 RACEWAYS D. Fire rated construction: All penetrations shall be sealed to maintain fire rating of construction penetrated. Caulk around penetration with Thomas & Betts Flame -Safe Compound, 3M Fire Barrier Caulk, Nelson Electric Flameseal or Dow Corning Silicone RTV foam. Install as recommended by manufacturer. 3.10 SEALING OF RACEWAYS A. Provide watertight seal in the interior of all raceways which pass through building roof, ground floor slab or through outside walls of the building above or below grade. Seal on the end inside the building, using raceway sealing fittings manufactured for the purpose. Seal poured type fittings with a non - hardening compound manufactured for such service. B. Provide sealing fittings for all raceways entering freezers and refrigeration areas. 3.11 HANGERS FOR RACEWAYS A. Raceways 1" and larger: Provide lay -in pipe hangers on 3/8" all threaded rods attached to metal ceiling inserts or to structural members. Hangers shall be provided not greater than 10' -0" on center and within 12" of each change in direction. B. Raceways Smaller than 1 ": Provide #9 ga. galvanized, soft annealed mild steel wire hangers attached to structure and hang raceways with clips manufactured for the purpose. C. When more than two raceways will use the same routing, group together on a patented channel trapeze support system supported by 3/8" (minimum) threaded rods attached to metal ceiling inserts or structural members. 3.12 PULL CORDS A. Provide a pull cord in all raceway for communications systems. B. In other raceways, provide a nylon pull cord in those which are left empty at end of the project, greater than 25 feet in length. 3.13 PROXIMITY TO HIGH TEMPERATURE SURFACES Maintain 12" minimum clearance. 3.14 RACEWAY FILL Raceways not sized on the drawings shall be sized per NEC Table 3A. Raceways for signal and communications systems shall be sized per the shop drawings and code. 3.15 EXPANSION FITTINGS Raceways crossing expansion joints, building separation walls, and seismic joints shall be provided with an expansion fitting with bonding jumper. END OF SECTION 16110 16110 - 4 SECTION 16120 CONDUCTORS AND TERMINATIONS COPPER ONLY PART 1 GENERAL 1.01 DESCRIPTION A. Provide all conductors, splices and terminations, complete. B. Refer to Section 16700 and specific sections following for limited energy wiring and cables. PART 2 PRODUCTS 2.01 CONDUCTORS A. Copper, insulated for 600V. Aluminum or copper clad aluminum conductors not permitted. B. Interior and above grade: All conductors to be type THW or RHW. Type THWN /THHN or XHHW conductors may be utilized at Contractor's option, subject to code requirements. Conductors #8 and larger to be stranded. C. Underground: All conductors to be type USE. Increase raceway size per code as required to accommodate conductors. Exception: Underground conductors completely contained in code recognized raceway and boxes may be type THW, THWN or XHHW. Type OF direct burial not permitted unless shown on the drawings. D. Conductors shall be brought to project in original containers bearing the Underwriters' label. 2.02 SPLICES A. Above Grade: Solderless type only. Preinsulated "twist -on" type (limited to size #10 and smaller). Bolt or compression set type with application of preformed insulated cover, heat shrinkable tubing or plastic insulated tape acceptable for all sizes. B. Below Grade: Splices below grade shall be in handholes and shall be made watertight with epoxy resin type splicing kits similar to Scotchcast. 2.03 TERMINATIONS A. Compression set, bolted or screw type lug or direct to bolted or screw type terminal. B. Conductors #12 and smaller shall utilize eye or forked tongue type compression set terminator when termination is to a bolt or screw set type terminal block or terminal cabinet. 16120 - 1 2.04 PLASTIC CABLE TIES Nylon or equivalent, locking type. PART 3 INSTALLATION 3.01 GENERAL Install all conductors in raceway unless shown or specifically authorized otherwise. Install all splices and terminations in enclosures as required or shown. 3.02 CONDUCTOR SIZE Number 12 AWG minimum for power and lighting circuits. 3.03 CONDUCTOR SIZES SHOWN ON DRAWINGS Copper, type THW, unless noted. Aluminum conductors not permitted. 3.04 RACEWAY SIZES SHOWN ON DRAWINGS Raceways (when shown) are sized for copper, type THW, unless shown otherwise. Size all raceways per code unless specifically shown to be larger on the drawings. 3.05 TAPING, if used, shall be half lapped synthetic tape. 3.06 CONDUCTORS IN PANELS AND SWITCHBOARDS Conductors in panels, switchboards and terminal cabinets shall be neatly grouped and formed in a manner to "fan" into terminals with regular spacing. 3.07 CONDUCTORS SUPPORTS Provide conductor support devices as required by code in vertical cable runs. 3.08 SPLICES A. Feeders: Splices not permitted between switchboard /distribution panel and branch panel. B. Branch Circuit: Permitted only in code sized junction or pull boxes. END OF SECTION 16120 SECTION 16120 CONDUCTORS AND TERMINATIONS COPPER ONLY PART 1 GENERAL 1.01 DESCRIPTION Provide outlet, junction and pull boxes as required to enclose devices, permit pulling conductors and for wire splices and branches. PART 2 PRODUCTS 2.01 INTERIOR WIRING A. General. Outlet and pull boxes shall be pressed steel, zinc coated with plaster ring where applicable. Large junction and pull boxes shall be fabricated sheet steel, zinc coated or baked enamel finish, with return flange and screw retained cover. B. Metal Surface Raceway: Boxes of same manufacture and to match raceway. Boxes to accommodate standard devices and device plates. C. Concrete and Masonry: Boxes for casting in concrete or mounting in masonry walls shall be specifically designed for that purpose. 2.02 EXTERIOR WIRING A. Above Grade: Outlet and junction boxes shall be cast or malleable iron or shall be cast of corrosion resistant alloy, complete with conduit hubs, compatible with raceway to which it is connected. Pull boxes shall be fabricated of heavy gauge steel and hot dipped galvanized complete with malleable iron hubs. All boxes shall be labeled for damp or wet locations as applicable. B. Below Grade: Where exposed to earth, boxes (handholes) shall be constructed of precast concrete with size, configuration, cover, grates and reinforcing as required by the particular installation. Manufacturer: Utility Vault or Renton Concrete Products. Where not exposed to earth shall comply with 2.02A above. PART 3 INSTALLATION 3.01 ANCHORING All boxes shall be firmly anchored directly or with concealed bracing to building studs or joists. Boxes must be so attached that they will not "rock" or "shift" when devices are operated. Do not anchor to prefabricated insulated wall panels. 16130 - 1 SECTION 16130 OUTLET, JUNCTION AND PULL BOXES 3.02 ELECTRICAL OUTLETS A. General: Coordinate the work of this Section with the work of other Sections and trades. Study all drawings that form a part of this contract and confer with the various trades involved to eliminate conflicts between the work of this Section and the work of other trades. Check and verify outlet locations indicated on Architectural. SECTION 16130 OUTLET, JUNCTION AND PULL BOXES drawings, door swings, installation details and layouts of suspended ceilings and locations of all plumbing, heating and ventilating equipment. B. Vertical and Horizontal Relationships: Where more than one outlet is shown or specified to be at the same elevation or one above the other, align them exactly on center lines horizontally or vertically. Relocate as directed all such outlets (including lighting, receptacle, power, signal and thermostat outlets) which are not so installed, at no additional cost to Owner. D. Device Outlet Height: Measure from the finished floor to the center line, unless otherwise noted. Switches 4 feet, set vertically Receptacles 18 inches, set vertically or as indicated. Telephone 18 inches, set vertically or as indicated. Other As noted or as directed by Architect. 3.03 CONNECTION TO EQUIPMENT For equipment furnished under this or other Divisions of the specifications, or by others; provide outlet boxes of sizes and at locations necessary to serve such equipment and provide final connections to all equipment. Outlet box required if equipment has pigtail wires for external connection, does not have space to accommodate circuit wiring or requires a wire with insulation rating different from circuit wiring used. Study equipment details to assure proper coordination. 3.04 BLANK COVERS Provide blank covers or plates over all boxes that do not contain devices or are not covered by equipment. 3.05 DEVICE BOXES CONTAINING EMERGENCY AND NORMAL DEVICES Permitted only with steel barrier manufactured especially for the purpose of dividing the box into two completely separate compartments. 3.06 DEVICE BOXES CONTAINING MULTIPLE DEVICES AND WIRING RATED OVER 150 VOLTS TO GROUND AND OVER 300 VOLTS BETWEEN CONDUCTORS Permitted only with steel barrier manufactured especially for the purpose of dividing the box into separate compartments for each device having exposed live parts. 3.07 JUNCTION OR PULL BOXES A. Pull and junction boxes shall be installed as shown, or as necessary to facilitate pulling of wire and to limit the number of bends within code requirements. Boxes shall be permanently accessible and shall be placed only at locations approved by the Architect. 16130 - 2 SECTION 16130 OUTLET, JUNCTION AND PULL BOXES • In ceiling spaces shall be supported from roof structure. • The drawings do not necessarily show every pull or junction box required. The Contractor shall add all boxes required. 3.08 BOXES IN EARTH Provide for all wire splices and as required to pull conductors. Boxes (handholes) smaller than 3' -0" x 3' -0" shall be set in place on a 3" sand or pea gravel bed. Larger boxes shall have 6" bed. Coverplates shall be flush to, and match the slope of, the final surface grade. 3.09 COLOR CODING A. All junction boxes installed in accessible ceiling spaces and exposed in unfinished areas shall be color coded using spray paint on the box and cover as applicable in the following manner: 480 Power - Dark Blue Communications - Lt. Blue 277V Lighting - Yellow 120/208V - Unpainted Emergency Power - Orange Fire Alarm - Red B. Following painting use black felt tip marker to indicate the circuit numbers contained within. END OF SECTION 16130 PART 1 GENERAL 1.01 DESCRIPTION Provide all wiring devices and plates complete and fully operational. PART 2 PRODUCTS SECTION 16140 SWITCHES AND RECEPTACLES 2.01 MANUFACTURE Product of nationally recognized manufacturer regularly engaged in manufacturing such products. 2.02 COLOR Material color for switch handles and receptacle faces to be selected by Architect. In general, use Brown in Mechanical Rooms and Red for emergency circuits. Plates specified below. 2.03 SWITCHES A. "Specification Grade ", heavy duty type, back and side wired, rated 277 volt, 20 amp. Provide single pole, double pole, keyed, 3 -way, pilot light, locking type or as required or as noted. Provide matching styles and color in other devices as required for the conditions of installation. Pass & Seymour 20AC1, Bryant 4901, Hubbell 1221, Leviton 1221, Slater 720 -AG. Interchangeable type rated same. Keyed switches to utilize Pass & Seymour 500K key only. B. Pilot light switches: Lighted handle when "ON ", or with separate pilot light. C. Momentary Contact Line Voltage Switches: Single pole, double throw, 3 -wire, spring return to open. Rating same as above. 2.04 RECEPTACLES "Specification Grade ", duplex NEMA 5 -15R configuration (15 amp, 120V) unless shown otherwise. Back and side wired. Pass & Seymour 5252, Hubbell 5252, Leviton 5252, Bryant 5252, Slater 5252 -AG. Clock receptacle - Hubbell #5235 with color to match device plates. Ground Fault Receptacles - Hubbell #GF -5362 with color to match device plates. 2.05 DEVICE PLATES A. Interior: Color shall match device color unless noted otherwise. Attachment screws shall match plate finish. On recessed boxes use Lexan or nylon break resistant construction Hubbell Thermoplastic or Leviton "High Abuse Nylon ". On surface boxes use pressed steel sized to fit box. Receptacles other than 15 and 20A, 120V. shall have engraved or separate nameplate with ampere rating, voltage and phase indicated. 16140 - 1 . Exterior: Bell #RCH1 -DR or Perfect Line WGF100 -C (horizontal mounting) for 15A and 20A duplex receptacles. Where horizontal . mounting is not possible provide Bell #RCV1-DR or Perfect Line WGF100 -CV. For receptacles other than 15A and 20A provide Perfect Line WRL60 -C. PART 3 INSTALLATION 3.03 DEVICE PLATES A. Provide for wiring devices, telephone and signal outlets. Plate shall cover cutout for device outlet box. SECTION 16140 SWITCHES AND RECEPTACLES 3.01 MOUNTING Rigidly fasten (without play) outlet boxes and devices at proper position with wall to bring receptacle flush with plate or switch handle the proper distance through: plate. Devices and plates shall be aligned and plumb. Plates over tightened so corners have play not acceptable. 3.02 ORIENTATION Set switches with handle operating vertically, up position "ON ". Set receptacles vertically unless shown otherwise or construction requires horizontal mounting. B. For remodel projects or for additions to existing construction provide new plates on existing outlet boxes unless the existing plate matches new plates in construction and appearance. END OF SECTION 16140 PART 1 GENERAL PART 2 PRODUCTS 16160 - 1 SECTION 16160 MOTOR CONTROLLERS 1.01 DESCRIPTION A. Scope of work under this Section includes all requirements for motor controllers (starters); except motor control centers; to be provided and /or installed under this contract (for Motor Control Centers see Section 16920). Motor controls shall conform to NEMA standards for each specific purpose and be U.L. listed. B. The Contractor performing the Division 16 work shall furnish motor controllers for all motors shown unless the controllers are included with the equipment furnished under other divisions of these •specifications. The contractor performing the Division 16 work shall install all motor controllers including all controllers not factory assembled into equipment furnished under other divisions of these specifications or by Owner. All motors and motor controllers shall be complete and fully operational upon completion of the project. 1.02 MOTOR VOLTAGE INFORMATION Voltages available are 208 and 480 volt three phase; or 120, 208 and 277 volt single phase. Circuits are designed (in general) for motors with voltage ratings as follows: All motors - 460 volts, three phase. Obtain submittals and shop drawings and verify motor sizes and voltages provided under other Divisions prior to commencing work. 2.01 MOTOR STARTERS A. Magnetic motor starters: Shall conform to or contain items called for below and unless noted otherwise, shall be full voltage non - reversing for NEMA size 3 and under. Starters larger than NEMA size 3 shall be closed transition, autotransformer or wye -delta type. No starters smaller than NEMA size 0 and no half size starters are permitted. Wye -delta type must have motor designed for this use. Contractor is responsible for coordination. Conductors and terminations shall conform with 16120. B. Overload devices: Shall be melting alloy or bimetallic type. One overload shall be provided for each phase. Provisions shall be made for resetting the overload devices from outside the starter enclosure. Provide ambient compensated overload devices only when the motor is at a constant temperature and the controller is subject to a separate, varying temperature. Automatic reset overload devices are not permitted. PART 3 INSTALLATION 16160 - 2 SECTION 16160 MOTOR CONTROLLERS C. Accessories: Each magnetic motor controller shall include phase loss protector, "HAND - OFF -AUTO" selector switch, 120 volt coil (unless noted otherwise), red running pilot light, green off pilot light, 100VA (minimum) control transformer (except for 115 volt motors), surge suppression kit, with fused primary and secondary, two spare auxiliary interlock contacts and all other accessories required or noted. D. Enclosures: All motor controllers shall be contained in an enclosure suitable for the environment in which the controller is mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. E. Combination motor controller: Shall be fused switch type (Class RK5), or motor circuit protector type rated for 22,000 RMS A.I.C. minimum unless noted otherwise and containing all accessories as listed above. If externally powered control circuits are used, provide an auxiliary switch on the disconnect switch or protector and fuse in lieu of the control transformer. Switch or protector shall be capable of being padlocked in the off position. F. Manual Starters: Shall be toggle switch type, lockable in the "off" position, with overload relays, pilot light and enclosure per above. 2.02 MANUFACTURER Allen Bradley, General Electric, Square D, Westinghouse, Cutler Hammer. 2.03 NAMEPLATES Provide engraved phenolic nameplates per Section 16100. Permanently attach (with mechanical fasteners) on each controller, nameplates with the following information: load and area served, voltage, phase and (when applicable) fuse size and type. 3.01 WIRING Wiring shall conform to applicable sections of these specifications. Provide wiring from branch circuit overcurrent device to motor controller to motor terminals, including installation of starter and all connections. Motor controllers provided under Division 16 shall be combination type. Where starters furnished under other Divisions of the specification or by Owner do not include an integral disconnect switch, a separately mounted disconnect switch shall be provided. Provide raceway and conductors as shown for remote control, or interlock connections. Coordinate other control wiring with Division 15 of the Specifications. Provide overload elements in controllers sized to match motor nameplate full load amperes. Space within controllers shall not be used as a junction box. t SECTION 16160 MOTOR CONTROLLERS 3.02 SUPPORTS Securely mount to equipment, wall or acceptable mounting frame suitable to withstand earthquake forces zone 4. Controllers supported only by raceways are not acceptable. END OF SECTION 16160 PART 1 GENERAL PART 2 PRODUCTS SECTION 16170 DISCONNECTS AND FUSED SWITCHES 1.01 DESCRIPTION Provide all disconnects, fused and unfused, required by code for equipment furnished under this and other Divisions of these specifications and by Owner. 2.01 DISCONNECTS A. Switch shall be heavy duty type, shall be quick -make, quick -break and shall be horsepower rated. Exception: Toggle switches with padlocking provisions are acceptable when applied within their rating. Switch shall have blades as required to open all ungrounded conductors and shall be single throw unless noted. Conductors and terminations shall conform with 16120. B. Enclosure shall have interlocking cover to prevent opening door or removal when switch is closed. Door interlocks shall include a defeating scheme. Shall be padlockable in the "off" position. C. Enclosure shall be suitable for the environment in which mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. 2.02 FUSED SWITCHES (OR FUSED DISCONNECTS) Shall be as above with addition of fuse space and clips to accept only Class R fuses. 2.03 MANUFACTURER General Electric, Westinghouse, Square D, Gould -ITE, GTE Sylvania, Cutler Hammer. 2.04 NAMEPLATES Provide engraved phenolic nameplates per Section 16100. Permanently attach (with mechanical fasteners) on each a nameplate with the following information: load and area served, voltage and phase and (when applicable) fuse size and type, circuit number and panel. PART 3 INSTALLATION 3.01 WIRING Wiring shall conform to applicable sections of these specifications. Location of motor disconnects shall be per code. 3.02 SUPPORTS Securely mount to equipment, wall or acceptable mounting frame. Disconnects supported only by raceway are not acceptable. 3.03 SPLICES Wiring space within Disconnects or Fused Switches shall not be used as a junction box. END OF SECTION 16170 PART 1 GENERAL 1 t 1.01 DESCRIPTION Provide fuses sized per code as required for systems to be complete and fully operational. PART 2 PRODUCTS PART 3 INSTALLATION 3.01 FUSES Install in fusible devices. 3.02 SPARE FUSE CABINET Locate in main distribution room. END OF SECTION 16180 SECTION 16180 FUSES 2.01 FUSES A. Current limiting, U.L. Class R rejection type or Class L unless noted otherwise. B. 600 Amp and less: Class RKl except motor circuits Class RK5. C. Over 600 Amp: Class L. D. Manufacturer: Bussmann, Gould, Economy, Littelfuse. 2.02 SPARE FUSES Provide 10% spare fuses, but not less than three (3) of any size and type. 2.03 SPARE FUSE CABINET Provide spare fuse cabinet sized for required spare fuses. Cabinet front and lock shall match panelboard equipment specified elsewhere in this Division. L PART 1 GENERAL SECTION 16410 ELECTRIC SERVICE 1.01 DESCRIPTION A. Service entrance is existing complete and fully operational. Maintain all services. B. Provide raceways, vaults for Seattle City Light primaries per utilities requirements. 1.02 UTILITY CHARGES Contact serving utility and determine any utility charges. Contractor performing the work of Division 16 shall pay for and include these charges in base bid. PART 2 PRODUCTS 2.01 SERVICE ENTRANCE EQUIPMENT Provide complete as required. See Section 16470 "Switchboards" or Section 16471 "Panelboards" as applicable. 2.02 RACEWAYS, CONDUCTORS, ETC. Provide complete as required. Refer to applicable portions of this specification. PART 3 INSTALLATION 3.01 Provide current transformer space, meter bases and metering conductors per utility requirements. 3.02 GROUNDING Provide service grounding and bonding per code. See Section 16450. 3.03 WORK BY UTILITY Utility will provide: 1. Underground primary conductors including installation. 3.04 WORK BY CONTRACTOR Contractor shall provide: 1. All work not provided by utility as required for a complete and fully operational electrical service. 2. Routing of primary duct bank to property line. 3. Grounding rods and ground conductors per code. 4. All metering raceways and conductors per utility requirements. 16410 - 1 END OF SECTION 16410 SECTION 16410 ELECTRIC SERVICE All required coordination with utility. Provide the service as required to totally conform with serving utility requirements. PART 1 GENERAL 1.01 DESCRIPTION Grounding systems shall be provided for service neutral power ground and for equipment grounds and bonding as required by code. PART 2 PRODUCTS 2.01 GROUNDING CONDUCTORS AND CONNECTORS Copper only, sized per code. Bare or green insulated in sizes #10 AWG or larger. Green insulated for size #12 AWG. 2.02 GROUND RODS 3/4" x 10' -0" copper clad steel. PART 3 INSTALLATION 3.01 GROUNDING, GENERAL Provide all grounding for electrical systems and equipment as required by codes and as specified herein. 3.02 GROUND RODS Provide as shown and /or required. Connect the grounding conductor to each rod. 3.03 SIZE OF GROUND WIRE As required by National Electric Code. Where ground wire is exposed to physical damage protect with rigid non - ferrous conduit as permitted by applicable code. 3.04 GROUND CONNECTION OF WATER PIPING Metal internal piping shall be grounded, as a part of this contract. 3.05 CONNECTION TO THE POWER GROUND BUS A. Furnish and install connections in accordance with the codes; including but not limited to: 1. Raceway system 2. Switchboard (existing) 3. Service neutral (existing) 4. "Separately derived service" (transformer or emergency power supply) 5. Electrically operated equipment and devices. B. No device or equipment shall be connected for electrical service which has a neutral conductor connected to a grounding conductor or to the frame within the device or equipment. 16450 - 1 SECTION 16450 GROUNDING SECTION 16450 GROUNDING 3.06 METHOD OF CONNECTIONS Make all ground connections and ground cable splices by thermal welding or copper compression set type connectors U.L. listed for grounding purposes. .Grounding lugs, where provided as standard manufacturer's items on equipment furnished, may be used. 3.07 EXPANSION FITTINGS In conduit runs requiring an expansion fitting, a bonding jumper shall be installed around the fitting to maintain continuous ground continuity. 3.08 TESTING Conform to Section 16030. END OF. SECTION. 16450 16450;..- SECTION 16460 DRY TYPE TRANSFORMERS PART 1 GENERAL 1.01 DESCRIPTION Provide dry type transformers complete and fully operational. Transformers shall be UL listed and comply with NEMA Standard ST -20. PART 2 PRODUCTS 2.01 MANUFACTURE Tierney, Sorgel Quiet Quality or General Electric QL or specially constructed units by ITC with the core and coil assembly mounted on rubber vibration and sound isolation pads. 2.02 SHOP DRAWINGS Prepare and submit for review prior to manufacture. Include dimensioned front plan and section views, wiring and connection diagrams and bolting template. Contractor shall indicate mounting methods and connection lugs required on the drawings. 2.03 ENCLOSURE A. Steel panel enclosure over core, coil and terminal louvered openings for convection cooling. Cooling access shall be possible with both sides and rear obstructed. B. Core and coil mounted on rubber isolation mounting pads. C. Shall contain grounded electrostatic shield and surge where noted and when serving computer systems. D. When transformers are Y -Y construction the core shall legged type. Tertiary winding is not permitted. 2.05 PRIMARY TAPS Four full capacity taps, minimum of two 2 -1/2 percent above 2 -1/2 percent below normal (rated) primary voltage. 2.06 CAPACITY Continuous rating not less than size noted. 16460 - 1 chamber with and terminal of enclosure B. Weatherproof enclosure when located outdoors. Special enclosure when required for environment in which located. 2.04 WINDINGS A. Separate primary and secondary. Windings shall have Class H insulation and shall be rated for continuous operation at rated KVA with temperature rise of not over 150 degrees C above a 40 degree C ambient, with a maximum hot spot temperature of 220 degrees C. Windings and core and coil assembly shall be treated and built to resist the effects of dirt and moisture. suppressors be a five- and two 16460 - 2 SECTION 16460 DRY TYPE TRANSFORMERS 2.07 CONNECTIONS Unless noted otherwise three phase transformers shall have a 480 volt delta connected primary and 208Y/120 volt, three phase, four wire secondary, single phase transformers shall be 480 volt, single phase, primary, 120/240 volt, single phase, three wire secondary. Provisions for external connections shall be made by means of a terminal board employing lugs conforming with 16120 which are compatible with the external conductors installed. (Note: Aluminum conductors require special lugs.) All connections shall be accessible from front and top of cabinet. 2.08 NOISE LEVEL A. Noise level shall not exceed 45 db for sizes less than 51 KVA, 50 db for 51 -150 KVA, 55 db for 151 -300 and 60 db for greater than 300 as measured in accordance with NEMA ST20 requirements. B. When shown, transformers shall be ultra -quiet type. Noise level shall not exceed 35 db for all sizes through 300 KVA. Shall be similar to Tierney Quietran or specially constructed low -noise ITC models. All ultra -quiet transformers shall be factory certified to have noise levels not exceeding those specified. Forward certification to Engineer and include copy on the O &M Manual. 2.09 VIBRATION ISOLATORS A. Available from McDougal Control Co., Bellevue, WA. (206 883 - 9000). 1. Ceiling Hanger: Rubber isolation Model RHD. 2. Rubber -in -Shear isolator: Model TM. 3. Rubber pad isolator: Model WMNK. PART 3 INSTALLATION 3.01 MOUNTING A. Attach to the building structure via vibration isolators to prevent overturning or sway on ceiling hanger in the event of Seismic Zone 3 earthquake. All attachment nuts to have split and flat washer. Mount on floor, wall or suspended from ceiling as noted or as required. Remove all shipping blocks prior to installation. 1. Enclosures designed for floor mounting, where suspended from ceiling, shall be suspended via trapeze constructed of two (minimum) horizontal structural channels hung via 1/2" steel threaded rods attached to structural members or inserts in structural slab. Each rod to contain rubber isolator ceiling hanger. Channel, rod, ceiling hanger and inserts shall be sized for not less than 400% load safety factor. Locking type nuts shall be used in assembly. 3.02 CONNECTIONS A. 208/120 volt three phase and 120/240 volt single phase secondary transformers shall be considered "grounded neutral separately derived systems" and neutral shall be grounded per code accordingly. B. Transformer raceway connections shall be flexible metal conduit as . specified in Section 16110. • Voltage Tap Connections: Connect all transformers at "normal" tap. After facility is completely energized, measure secondary voltages at all transformers and service switchboard. Forward a list to Engineer and Architect for evaluation. Include copy in 0 &M Manual. Reconnect taps as subsequently directed. All costs associated with this work to be included in base bid. END OF SECTION 16460 SECTION 16460 DRY TYPE TRANSFORMERS . Secure wall mounted types via rubber -in -shear isolators sized to give 400% safety factor. . Secure floor mounted types via rubber pad isolators sized to give 400% safety factor. PART 1 GENERAL SECTION 16470 SWITCHBOARDS 1.01 DESCRIPTION Provide additions dead front switchboards, U.L. listed, "fully rated" for available fault current, current limiting type, complete, fully operational and fully tested. Conform to NEMA Standard PB2, current revision. PART 2 PRODUCTS 2.01 MANUFACTURER Existing Square D. 2.02 SHOP DRAWINGS AND SAMPLES A. Prepare and submit for review prior to manufacture. Include dimensioned front, plan, and section views, bolting template, wiring diagrams, device sizings and layout, nameplates, types of washers and grade of bolts and all other information required to demonstrate conformance with contract documents. B. Submit sample of grade 5 bolt and washers utilized. 2.03 COORDINATION STUDY Manufacturer to prepare coordination study. Study to indicate switchboard components are selectively coordinated for all levels of short circuit current. Submit settings and trip curves of all components. 2.04 SWITCHBOARD STRUCTURE ADDITIONS A. Freestanding, steel with steel angle or channel framework; adequate strength and rigidity necessary to resist all conditions of use to which it may be subjected and to support all equipment, devices and appurtenances contained therein; front plates installed in sections so that all parts are front accessible without disturbing other parts. Removable lifting angle at the top and bottom of each shipping section. B. Front access only unless noted otherwise. C. Finish: Gray, factory applied to all surfaces. 2.05 SWITCHBOARD DIMENSIONS Overall height: Maximum 92 inches match existing (not including base channels). Length and depth: Not exceeding dimensions of existing as scaled or noted in contract documents. Equipment exceeding dimensions noted not allowed. Base bid on equipment complying with contract documents. 16470 - 1 B. Busbar Joints and Connections: SECTION 16470 SWITCHBOARDS 2.06 SWITCHBOARD BUSBARS A. Tin plated aluminum or copper at manufacturer's option, factory fabricated; carried to terminals for connection to source noted. Brace switchboard components for symmetrical fault current shown plus asymmetrical offset (50,000 amp symmetrical bracing minimum). 1. Busbar to busbar: Lapped, silver or tin plated, low contact resistance, low temperature rise, bolted using Grade 5 bolts, belleville and flat washers. 2. Overcurrent devices: Bolted to busbars using Grade 5 bolts, belleville and flat washers. Exception: Square D I -line and 30- 200A fused switches. 3. Conductor connections: Bolted to busbars using Grade 5 bolts, belleville and flat washers. Connectors for aluminum conductors per 16120. C. System of Bussing: Three phase, 4 wire, full size neutral unless otherwise noted. D. Ground Bus: Full length ground bus bonded to frame conforming with U.L. 891 for minimum size except larger as required by code for grounding neutral conductor. 2.07 SWITCHBOARD COMPONENTS Include (but not limited to) the following: A. General: 1. Switches and fuses or breakers, amperage as shown, selectively coordinated for all levels of short circuit current. Set adjustable over current devices at factory. Fuse clips to be rejection type for Class R fuses. Fuses per 16180. 2. Overcurrent devices utilized shall include devices labeled "current limiting" which shall limit the available rms fault current at branch circuit panelboards to under 10,000 amps symmetrical for 120/208 volt and 14,000 amps symmetrical for 277/480 volt breakers. 3. Space for future fused switches or breakers noted including complete bussing and required hardware for mounting devices. Space for conductor current limiters when noted. 4. Cleats for securing conductors. Miscellaneous appurtenances as required for complete installation. 16470 - 2 B. When serving as a Service Switchboard: 1. UL 869 and Service Entrance UL labels. 2. Surge arrestors on all phases. Similar to Square D, J9200 series. 3. Utility Company metering equipment: Current transformer space, meter base(s), metering conductors and miscellaneous appurtenances are existing. 2.08 NAMEPLATES A. Provide permanently attached engraved phenolic nameplates per Section 16100 for each switchboard, and every instrument, protective device and disconnect device. For each switchboard include name (3/8" letters), voltage, phase and U.L. short circuit rating (1/4" letters). For each protective device and disconnect include load (1/4" letters) and area served (1/8" letters) and fuse size and type when fused (1/8" letters). B. Provide one job nameplate with the following information: Project Name (3/8" lettering, all other 1/4 ") Architect Electrical Consultant (Sparling & Associates, Inc.) Electrical Contractor Year of Manufacture C. Nameplate color shall be: Normal System - white on black; Emergency System - white on red. D. Provide engraved nameplate (3/8" lettering) at service entrance equipment indicating type and location of on -site emergency power sources (e.g., Emergency Power: Diesel Generator, Location: Ground Floor, Room 14). 2.09 0 & M MANUALS Provide complete operation and maintenance manual per Section 16010, including instructions on all devices contained therein. PART 3 INSTALLATION 3.01 MOUNTING Bolt to floor using 1/2" diameter black mild steel foundation anchor J -bolts set in structural floor slab and anchored similarly to building structure to prevent overturning in the event of earthquake. Provide "housekeeping pad" per 16100. Set floor bolts in structural floor and extend through housekeeping pad with sufficient threads to attach switchboard. 16470 - 3 SECTION 16470 SWITCHBOARDS SECTION 16470 SWITCHBOARDS 3.02 WIRING Conform with applicable specification sections. Conductors and terminations shall conform with 16120. Secure all conductors to switchboard structure. 3.03 Verify space available with equipment sizes and code required working . clearances prior to submittal of shop drawings. 3.04 GROUNDING Provide per 16450. 3.05 DEDICATED SPACE Locate in dedicated spaces. Coordinate work so piping, ducts, etc. are routed around dedicated spaces above and in front of switchboards per code. END OF SECTION 16470 PART 1 GENERAL SECTION 16471 PANELBOARDS 1.01 DESCRIPTION Provide all panelboard equipment, dead front type complete and fully operational. Conform with U.L. 67 and NEMA PB 1.1 current revisions. PART 2 PRODUCTS 2.01 MANUFACTURER General Electric, Westinghouse, Square D, IEM, Inc., Cutler Hammer. 2.02 SHOP DRAWINGS A. Prepare and submit for review prior to manufacture; include front view, dimensions, device sizes and layout, list of nameplates and all other information required to demonstrate conformance with contract documents. B. Dimensions of panelboards shall not exceed those noted on or scaled from the contract documents. 2.03 PANELBOARD TYPE A. Panelboards shall be rated at proper voltage and current for intended use with bus bars of copper or aluminum. Panels shall be 3 phase, 4 wire, 100 percent neutral, unless noted otherwise. Provide multiple lugs where conductors in parallel or "feed through" or double lugs are shown. B. Busbar to busbar connections to be bolted. Conductor connectors shall be bolted to busbars using Grade 5 bolts, belleville and flat washers. C. Panelboards shall have a separate ground bus bonded to panelboard cabinet. 2.04 CIRCUIT BREAKERS AND FUSED SWITCHES A. The following interrupting capacity shall be considered minimum. Other ratings shall be as shown. U.L. short circuit rating shall be indicated on panelboard. 208Y/120V Panelboards 10,000 AIC symmetrical 480Y/277V Panelboards 14,000 AIC symmetrical Fusible Panelboards 100,000 AIC symmetrical B. Circuit breakers: Conform with UL 489, labeled for 75 degrees C. conductors. Mount breakers in all panelboards as indicated on the panel schedules. Pre - threaded, bolt on type only. Provide common trip on all multiple pole breakers. 16471 - 1 PART 3 INSTALLATION 16471 - 2 SECTION 16471 PANELBOARDS C. Where shown, provide spare breakers or fused switches, complete for future connection of load circuits. Where "Space" is indicated for breakers or fused switches, provide all bussing and mounting hardware in the panelboard required to accept the devices. Provide steel knockouts in dead front metal closure of unused part of panel. If any steel knockouts are removed, provide breakers in such spaces or approved coverplates. Open spaces not permitted. D. Where 15 or 20 amp circuit breakers are intended for switching loads they shall be of type rated for switching duty and labeled "SWD ". 2.05 CABINET AND FRONTS A. Flush or surface, as noted. Tight closing doors without play, when latched. Where two cabinets are located adjacent to each other in finished areas, provide matching trim of the same height. Where a remote controlled switch or contactor is mounted in any panelboard, mount on same frame as panelboard interior with screw retained access door in dead front shield; common door over circuit breakers and remote controlled device. B. Where space is shown provide cabinets of sufficient dimensions to allow for future expansion and addition of devices within the panelboards. C. Finish. Provide factory prime coat for cabinets to be located in finished areas. Where cabinets are located in unfinished areas, factory standard lacquer or enamel finish, gray or blue -gray color, shall be applied over prime coat. 2.06 SYSTEM OF NUMBERING AND BUS ARRANGEMENT Shall be as noted on the Panel Schedules. 2.07 NAMEPLATES A. Provide engraved phenolic nameplates per Section 16100 and permanently attach to each panelboard front. Nameplates shall include panel name with 3/8" letters, area served, voltage, phase and wire (e.g., 2N1, 208Y/120, 3 phase, 4 wire or 4P, 480Y/277, 3 phase, 4 wire) in 1/4 inch characters. When project has more than one switchboard include the switchboard fed from (e.g., Fed from SWBD. 4BP) . B. Nameplate color shall be: Emergency system - white letters on red; Normal system - white letters on black. 3.01 MOUNTING Secure in place with top of cabinet at 6' -6" above finished floor, unless otherwise required or shown. Top of cabinet and trim shall be level. Firmly anchor cabinets directly or with concealed bracing to building structure. When panels are not located in or directly on a SECTION 16471 PANELBOARDS wall, provide a support frame of formed steel channel which is anchored to the floor and ceiling structure. Interiors shall not be installed until structure is totally enclosed. 3.02 WIRING Shall conform to applicable sections of these specifications and NEMA PB 1.1. Conductors and terminations shall conform with 16120. 3.03 CIRCUIT INDEX AND LABELS Provide a typed circuit index with odd circuits on left and even circuits on right, listing each circuit in the panelboard by number with its proper complete load designation, (i.e. Receptacle room , lights room , etc.). Room numbers or other designations shall reflect actual identification of the room as assigned by the Architect at completion of the contract (assigned room numbers may differ from drawings). Mount with a transparent protective cover inside cabinet door. Provide number labels on circuit breakers to . match the index. 3.04 WORK CLEARANCE Verify space available with equipment sizes and code required working clearances prior to submittal of shop drawings. 3.05 GROUNDING Provide per 16450. 3.06 CABINET PAINTING Cabinets furnished as prime painted shall be field painted to match color of adjacent wall. (See Division - Painting). 3.07 FEED THROUGH AND DOUBLE LUGS Provide feeder with amperage equal to the incoming feeder to all panels fed via feed through or double lugs, unless shown as larger. .. 3.08 DEDICATED SPACE Panelboards to be located in dedicated spaces. Coordinate work so all piping, ducts, etc. are routed around all dedicated spaces above and in front of panelboards per code. END OF SECTION 16471 PART 1 GENERAL SECTION 16500 LIGHTING 1.01 DESCRIPTION Provide lighting for building additions system complete and fully operational. Conform with code and U.L. listing requirements. 1.02 FIXTURE SCHEDULE NUMBERS Are a design series reference (not a catalog number) and do not necessarily represent the number, size, voltage, wattage, type of lamp, ballast, finish trim, ceiling type, mounting hardware or special requirements as specified hereinafter or as required by the particular installation(s). Verify these requirements and order fixtures as required to give a complete and fully operational installation per the contract documents and per code. Provide fixture to correspond with the number of lamps, wattage and /or size shown on the drawings. 1.03 FIXTURE VOLTAGE Fixture voltage to match voltage of circuit serving the fixture. 1.04 SUBMITTALS Include certified laboratory test report. Original material, neatly and clearly marked to indicate fixtures and ballasts fully comply with contract documents. When substitute fixtures are submitted (if permitted) the data shall clearly indicate that the substitute complies with every detail of the specified fixture. PART 2 PRODUCTS 2.01 METAL PARTS AND HOUSING A. Interior Fixtures: U.L. listed, steel or aluminum with 300 degrees F., baked enamel finish, brushed aluminum with baked acrylic clear lacquer finish, or stainless steel with a brushed finish, manufacturer's standard color unless specified otherwise. B. Exterior Fixtures: U.L. listed for wet or damp locations as required. Constructed of corrosion resisting metal, (non- ferrous, aluminum or stainless steel) and in all cases suitable for outdoor service without tarnishing or other damage due to exposure. Gasketed for bug tight operation. 2.02 LIGHT TRANSMITTING COMPONENTS Shall not yellow with age. Unless noted otherwise, shall conform to the following: H.I.D. fixtures as noted, Metal Halide and High Pressure Sodium Vapor fixtures shall have tempered glass lens or approved unbreakable lens with .187" minimum thickness. 16500 - 1 SECTION 16500 LIGHTING 2.03 SPECIAL PARTS A. Provide adapters, plates, brackets and anchors where required by construction features of the building to suitably mount lighting fixtures. All such appurtenances and mounting methods shall be reviewed by the Architect prior to fabrication and installation. 2.04 CANOPY Provide for each fixture or hanger except where fixture conceals the outlet box directly without a canopy. 2.05 LAMPS A. Manufacture: General Electric, Sylvania, Philips, Venture. B. Provide for each fixture in the exact number and type for which the fixture is designed or as noted. C. Fluorescent Type: Bi -pin, T -12 rapid start; color warm white unless otherwise noted. D. High Intensity Discharge Type Metallic Vapor - 10,000 hours life minimum, phosphor coated. High Pressure Sodium - 24,000 hours life minimum, coated. E. Reflector Incandescent Type: 125V, filament lamps rated for 2000 hours of life. 2.06 SOCKETS A. Fluorescent - Suitable for lamp type employed. B. H.I.D. - Porcelain, mogul base. 2.07 BALLASTS AND WHIPS - FLUORESCENT FIXTURES A. Standard application for all fluorescent fixtures: 1. Suitable for lamp type employed. 2. UL and CBM (where applicable) labels, non -PCB, Class P, high power factor type. 3.. Universal Super Low Heat (SLH), Advance Mark III -1, or Valmont Valmiser (for 430 MA rapid start). Secured with bolts. 4. Each ballast individually protected by an in -line GLR fuse in a Bussman type HLR fuseholder. 5. "A" sound rating for 430 ma. "B" sound rating for 800 ma. "C" sound rating for 1500 ma. 16500 - 2 SECTION 16500 LIGHTING B. Low temperature and /or outdoor application. Provide ballasts suitable for low temperature where fixture is located outdoors, in freezer or refrigerator or other location where space ambient is expected to be below 50 degrees F. 2.08 BALLAST - HIGH INTENSITY DISCHARGE General Electric, Jefferson, Advance, Widelite, Universal. Constant wattage (CW) or Constant Wattage Autotransformer (CWA) HPF type (minimum power factor 90 %), non -PCB. Provide "low noise" or "extra quiet" type ballasts for each luminaire. Noticeably noisy ballasts to be replaced. Each ballast shall be individually protected by an in -line fuse in a Bussman fuseholder type HLR for 120 and 277 volt, type HEX for 208, 240 and 480 volt. 2.09 HANGERS FOR PENDANT FIXTURES Painted rigid raceway type, with not less than 5- thread engagement at each end, consisting of painted steel pipe, with brass or aluminum tubing casing, or painted tubing not less than 0.040 inches thick. Provide swivel -ball aligners for each pendant. 2.10 OUTDOOR LIGHTING STANDARDS Provide 100 mph steady wind rated poles with ground lug and access handhole plate. Provide watertight insulating fuse and holder in the base of each lighting standard to individually protect each lighting fixture. Fuseholder similar to Buss style "HEX" (HEB permitted for 120V or 277V), with Buss fuse of appropriate ampacity and voltage. Provide fuse for each hot circuit wire; do no fuse neutral. Provide rebar reinforced concrete base per manufacturers recommendations. Provide galvanized anchor bolts with length 12" shorter than concrete base length. 2.11 EXIT SIGNS A. Unless shown otherwise to be universal mounting, universal arrows, green letters with single or double face as required. See "Fixture Schedule ". B. Fronts: Cutout stencils made of minimum #20 gauge sheet steel or sheet aluminum with green glass or plastic back of the cutout; mount fronts either on concealed hinges or pull -out type with chain catch. Removable cutout arrows to indicate direction of travel. PART 3 INSTALLATION 3.01 LIGHTING FIXTURES, GENERAL A. Mounting height from finished floor to bottom of pendant fixture or center of outlet box for wall fixture as noted or verified with Architect. Verify mounting provisions and other requirements prior to order of fixtures and provide as required. UL listed for the application and location in which they are installed. 16500 - 3 SECTION 16500 LIGHTING B. All finishes unmarred upon project completion. All damaged finishes repaired or replaced. 3.02 DIFFUSERS AND ENCLOSURES Install lighting fixture diffusers only after construction work, painting and clean up are completed. Remove all dirty lamps, reflectors and diffusers; clean and reinstall. 3.03 SUPPORT OF HID FIXTURES A. Surface or pendant type: Attach to heavy formed steel straps attached to the outlet box by means of threaded stems with locknuts, or directly to the outlet box where the fixture is specifically so designed. 3.04 SUPPORT OF FLUORESCENT FIXTURES A. Surface mounted type: 1. Continuous Runs of Fixtures: Straight when sighting from end to end, regardless of irregularities in the ceiling. Where fixtures are so installed, omit ornamental ends between sections. C. Pendant Mounted Type: 1. Provide strong back channel entire fixture length unless fixture is designed specifically for supporting itself. 2. Continuous Runs of Fixtures: Straight when sighting from end to end, regardless of irregularities in the ceiling. Where fixtures are so installed, omit ornamental ends between sections. 3.06 EARTHQUAKE SUPPORT OF FIXTURES As specified for incandescent fixtures, except where special provisions are required for ballast arrangements; provide access to ballasts in all cases. Provide one earthquake chains as noted above for each fixture. 3.07 CEILING FIXTURE SUPPORT Where structure is of insufficient strength to support weight of lighting fixtures installed, provide additional framing to support as required. 3.08 OUTDOOR LIGHTING STANDARDS Plumb all standards to true vertical. For bolted poles, provide galvanized anchor bolts and nuts. Plumb using a nut above and below the base plate on the anchor bolts. Pack grout between base plate and concrete base and provide drain hole below base plate to prevent accumulation of moisture inside pole base. Provide two piece or individual covers for nuts exposed above the baseplate of the same color as the pole. Ground pole and fixture. END OF SECTION 16500 16500 - 4 PART 1 GENERAL SECTION 16920 MOTOR CONTROL CENTERS 1.01 DESCRIPTION Provide additional section(s) on existing motor control center (MCC) equipment complete, dead front type. Conform to UL 845, current revision. PART 2 PRODUCTS 2.01 MANUFACTURE A. Square D. B. Additions to existing MCC's shall be same as the original manufacturer. 2.02 SHOP DRAWINGS Prepare and submit for review prior to manufacture; include front, plan and section views, complete wiring diagrams, device sizings and layout, list of nameplates, types of washers and bolts, bolting templates, feeder entry provisions, and all other information required to demonstrate conformance with contract documents. See 2.04 below. 2.03 MCC STRUCTURE A. ShAl" be freestanding, one or more vertical sections bolted together t.J form a single assembly. A removable lifting angle shall be provided at the top and bottom of each control center. Enclosure shall be NEMA Type 1A unless noted otherwise. B. Shall be front access only unless noted otherwise. C. Finish: Factory applied; standard gray on a rust inhibitor primer coat for all exterior and interior painted surfaces. 2.04 MCC DIMENSIONS A. Overall dimensions to match existing MCC. 2.05 CONTROL CENTERS A. Shall be U.L. listed NEMA Class I type B with unit terminal blocks only. Terminal blocks shall be individually removable from their mounting channel, and labeled. B. Shall contain motor controllers and accessories as indicated on the drawings and required herein. Shall be 480 (208) volt, 3 phase, 60 Hz. unless indicated otherwise on the drawings. C. Shall have adequate space and lugs to accommodate the incoming feeder size and type shown on the drawings. D. Wiring within MCC shall conform with Section 16120. 16920 - 1 B. Busbar Joints: SECTION 16920 MOTOR CONTROL CENTERS 2.06 MCC BUSBARS A. Shall be distributed by means of a continuous horizontal bus with amperage rating not less than incoming feeder capacity. The bus shall be braced for a short circuit capacity of 42,000 amperes minimum unless shown otherwise on the drawings. Bus shall be isolated and insulated from wiring troughs and other working areas. Provide bus barriers to shield horizontal and vertical bus from accidental contract when individual starter units are removed. 1. Busbar to busbar shall be bolted, lapped and silver or tin plated, having low contact resistance and low temperature rise. Bolt using Grade 5 bolts with belleville and flat washers. 2. Cable connectors shall be bolted to busbars using Grade 5 bolts with belleville and flat washers. C. System of Bussing: Three phase, 3 wire, without neutral unless noted otherwise. D. Ground Bus: Full length ground bus bonded to frame rated at 25% of the main bus of the Motor Control Center. 2.07 t :u COMPONENTS MCC's shall include (but not be limited to) the following components: A. Motor Controllers: 1. Shall be combination motor controllers, fused switch type (Class RK5) (motor circuit protector type) rated for 42,000 RMS A.I.C. minimum unless noted otherwise. 2. Shall be full voltage non - reversing for NEMA size 3 and under. Starters larger than NEMA size 3 shall be closed transition, autotransformer type. No starters smaller than NEMA size 1 and no half size starters are permitted. 3. Overload devices shall be melting alloy or bimetallic type. One overload shall be provided for each phase. Provisions shall be made for resetting the overload devices from outside the starter enclosure. Provide ambient compensated overload devices only when the motor is at a constant temperature and the controller is subject to a separate, varying temperature. Automatic reset overload devices are not permitted. 16920 - 2 SECTION 16920 MOTOR CONTROL CENTERS 4. Accessories: Each magnetic motor controller shall include phase loss monitor, "HAND - OFF -AUTO" selector switch, 120 volt coil, red running pilot light, green off pilot light (and associated interlock), 100 VA (minimum) control transformer with fused primary and secondary, two spare auxiliary interlock contacts, surge suppression kit and all other accessories detailed or required by the drawings. B. Unit Compartments: Shall be provided with individual front door interlocked with disconnect device to prevent opening of door when unit is energized, except an interlock defeat device shall allow opening while energized. Disconnect shall include auxiliary contacts as required for disconnection of externally powered control circuits. Disconnect shall be capable of being padlocked in the off position. C. Wireways: Vertical wireways shall be provided in each section and be accessible from the front without opening individual starter unit doors, and be isolated from the bus bars. Horizontal wireways with adequate space for pulling wires through incoming raceways shall be provided at the top and bottom of each vertical section. D. Future Provisions: All spaces shall have necessary hardware and bussing for addition of future starter units. Provisions shall be made for matching vertical section of the same ampacity to be added at the ends of the MCC without the use of transition sections. 2.08 NAMEPLATES Provide engraved phenolic nameplates per Section 16100 for each and every MCC, unit compartment, and instrument. For each MCC include name, voltage, phase, U.L. short circuit rating and switchboard from which fed. For each unit compartment include MCC circuit, load served, horsepower and fuse size and type (when applicable). 2.09 0 & M MANUALS Provide complete motor control center operation and maintenance manual per Section 16010, including instructions for all devices contained therein. PART 3 INSTALLATION 3.01 MOUNTING Shall be bolted to floor using 1/2" x 8" (minimum) black mild steel foundation anchor j -bolts and anchored similarly to building structure to prevent overturning in the event of an earthquake. J -bolts in floor shall be set in the structural floor and extend through the housekeeping pad with sufficient threads to attach the MCC. 16920 - 3 END OF SECTION 16920 SECTION 16920 MOTOR CONTROL CENTERS 3.02 WIRING Shall conform to applicable . sections of these specifications. Provide feeder to motor control center and branch circuit wiring (including connections) from each controller to each motor. Provide thermal overload heaters to match motor nameplates full load amperes. Coordinate control wiring with Division 15 of the specifications. Provide all control wiring and raceway required by the contract documents. 3.03 Verify space available with equipment sizes and code required working spaces prior to submittal of shop drawings. 3.04 GROUNDING Ground per Section 16450. t E 1 1 I I 1 SECTION 16930 LIGHTING CONTROL EQUIPMENT PART 1 GENERAL 1.01 DESCRIPTION Provide U.L. listed dimming and lighting control equipment. PART 2 PRODUCTS 2.01 PHOTO CELL Off -day, on- night, 1500 watt tungsten rated SPST contact, 2 to 5 footcandle adjustable light sensing range, time delayed switching, weatherproof. Tork #2100 or similar by Paragon or G.E. 2.02 TIME CLOCK Rated 120 volt, 40 amps, SPST, 24 hour dial time, self- winding reserve power carry over, with day omitting device, two sets of on- off trippers and auto - off -on selector switch. Tork series 7200L (modified) or similar by Paragon. 2.03 LIGHTING CONTACTORS AND CONTROL RELAYS Multipole, mechanically or electrically held as shown, rated for 480V operation. Contact rating 20A minimum or as required, with coil clearing contacts. Square D Class 8903. Control relays, rated 600V, 20A contacts. Square D Class 8501 XMO -40. NEMA 1 enclosures and 120V coils unless noted otherwise. 2.04 INCANDESCENT DIMMER U.L. listed, rated 1500 watt, 120 volt. Lutron N -1500 or Hunt #A- 1500. Faceplate color - Ivory. 2.05 FLUORESCENT DIMMER U.L. listed, rated for 20, 40 watt lamps 120V., or 277V. Similar to Lutron NF -20. Faceplate color - Ivory. Provide fixtures with dimming ballasts recommended by dimmer manufacturer. See 16500. PART 3 INSTALLATION 3.01 PHOTO CELL Provide roof mounted (unless noted otherwise) support stand. Orient light sensor in northerly direction. 3.02 LIGHTING CONTROLS Install control equipment with required wiring to achieve lighting control noted. Outdoor lights off during daylight hours. 3.03 DIMMER VENTILATION Install to give manufacturers recommended ventilation. END OF SECTION 16930 16930 1 PART 1 GENERAL PART 2 PRODUCTS SECTION 16999 PROJECT CLOSEOUT 1.01 DESCRIPTION Summary of procedures and requirements for project closeout of electrical portions of work. Conform also with other portions of the Contract Documents. Final payment to Contractor is subject to full completion of this Section. 2.01 RECORD DRAWINGS Reproducible, Xerox drawings. See 16010, 1.10. 2.02 ELECTRICAL EQUIPMENT OPERATION AND MAINTENANCE (0 & M) MANUALS Hardboard, screw post, imprinted covers. Tabbed dividers between categories. See 16010, 1.11. PART 3 EXECUTION 3.01 REQUEST FOR FINAL PUNCH LIST To request a final electrical punch list, forward a letter to Sparling & Associates, Inc. stating; "The electrical work on this project is complete, all punch list items to date are complete, items 1 - 14 in Section 16999, 3.02 are complete and the project is ready for final punch list observation ". 3.02 JOB CLOSEOUT PROCEDURE A. Perform the following procedures for project closeout of electrical portions of work: 1. Perform testing, tests and documentation per 16030. 2. Provide engraved nameplates on electrical equipment. 3. Refinish electrical equipment finishes which are damaged. 4. Clean up per 16100, 3.05. Clean all parts of lighting fixtures. 5. Color code junction boxes per 16130. 6. Provide spare fuses and cabinet per 16180. 7. Type panel schedules with actual "as- built" circuit descriptions. 8. Number all circuit breakers. 9. Obtain final electrical inspection. Include copies in 0 & M manual. 10. Give written one year warranty in 0 & M per 16010, 1.09. 11. Furnish Record Drawings per 16010, 1.10. Obtain signature on Job Completion Form. 12. Furnish 0 & M Manuals per 16010, 1.11. Obtain signature on Job Completion Form. 13. Give instruction periods to owner's personnel per 16010, 1.12. Obtain signature on Job Completion Form. 16999 - 1 END OF SECTION 16999 SECTION 16999 PROJECT CLOSEOUT 14. To request final acceptance of project, fill out Job Completion Form in 16010, 1.13 and forward to Sparling & Associates. Note: If inspectors have not signed form, a copy of signed -off permits will suffice. 15. Include with Job Completion Form, a copy of the final punch list with the word "DONE ", and the date and Contractor's initials after each item on the list. STRUCTURAL AssociA'r o C,rznctRs vJ �c�• ado s �. CALCULATIONS FOR 400) TAeW 4-At7 71 o £)/1 - 1_, C 41 LrYfil4 McMAHAN BAKER FROERER, INC. Engineering Design of Structures P.O. Box 4010 SEATTLE, WASHINGTON_ 98104_ _ JOB NO._ Scl •s5 :DATE! % „ RE2g,ilt JAN 2 4199'0 MAIN N & DESIEVO, Mc. . SHEET :BY:. PROJECT WT- Gd LI g BY 4 - DATE ,1/�/" f ffff CLIENT � .� l%'' JOB NO. PAGE �i. L OF orbov MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (9 %D rat, V?,0 1 "\ 1-31, /c ;4,,, /0;g 2- /6; 6 30, mt, ,62-/,‘ /,Y.. A',gi /, .r/y6 XceA7,x / v- 2.4 01 v31- 1 1- �� R- (206) 621 -2400 FAX 621 -2412 PROJECT Ar A —R 44 j E (. vtz tp r CLIENT a WRIF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 3! Oh r N (206) 621 -2400 FAX 621 -2412 BY A-6 DATE S J q,.J JOB NO. 1 3o PAGE I OF Ia J = (22) (3..3)(z'.$) t / 2z (s3) 4 /4-(9) /2 7 24,55" Z� = a tz (53 3 f 2 + l4 (0 /4/)( 24,5 i ,- 4- Y - 3334 -, - 1. 4011. : I 174I cc� 4rrUPi, ; 100 '* ( C Ce-el 7. (T3 tA i 9- 5;tW -6 ' /( Z ��_ Zit.. e, (/ $IiSIiSI)SIY:I)SI >:I)Sl, . $I)SIiSIiSIY<.IiS1iSIiS1iSI $ <.I' >41)�(i:I)sl>S$ $$$$$$$$ <.I) <.I):li`•I)s()s( $ • `I,S ... <I <I $ SIiSIi<.1) <.Ii <.IiS { >SI >SIi$iii + I)<I)sIYSIY;I) <.l)SIYSbSI)SbSI. • $I)S {Y:•I)S {r:IiSIiSIiSIiSI'$ ili.$ $$ 10L SS • $Ii<.I> SS SS SS $IiSIi •• • <Ii SI SS SS SS' : SS <.fi1li SIi SIi • SS SS • $I >fl)Slit{')41 >SIiSI $ SIiSIiSIiSlii(i;I'YSIiSIi <I $ • $$$$$$$$$ $. $IiS1iSIiSIiSliSliSliSliSl $ SS SS SS SS' SS S SIi1.. SS SIiSIi • SI >$ip, SIi SI;SI>SI>SIi SI $ . $I $ SS • S S $$$$$$$$$ $, , $SI>SI>SIiSIiSI>SI>SIiSIi SIi $IiSIiSI>SIiSIiSIiSI $ SS • <Ii <.Ii <I)<I) • <.fiS1iSI;SI>SliSiiSliSli $$$$$ $S STRUCTURAL (,C'T'IJR(ll... (iI'II I...Y:i3 :I:',•:Y •P'R(7(:•iR(lM . 1: :.1•i::i :i :0 hl 5 . ()el ,( :( r';i.c;11'tt (c). 1978..:::L988 • EDWARD I., W:I:LBW • Al :I. r :i.c!htt rc:Y$ rve0 (10 Wr'1Fai: ° lii c 1 F:I)I::. ?:;Iii:(:I''1,1 • REF. yi4!•': "' :1 l r.:. u f:3 :ii'Y'Fifi:l:l�l'Y''::'s •• • • „ <) :I.' 0 :1.••„ :I. „ (l ;, :L ;, :I.•„ :1. ;, O 0 <) „ .I. ;, :I. ; 1 :1. ,1 :1. • f31 'Ft :I: hI(:) 3 • • 4„ : ".:I•'1:1.••• I <: „ 4 :1. 0 „ 8:3/ Sth • • I <::ia) „ 1 03/2.J,c2:3 <:r 11 +. 0„ :I..11 42/ 2*(9> ,1 2•'.„x244;,;; +..1C::;i<)•0 •1 b .) / F .• Il.:r�.l.(:3al; c. 2.:i 1 <::::<) 4 •:1: 2 ) 1(13 . 6 a i} 1<:::f) ;, ciV> 4 • • 2 S. i< ID „ 2 ,`.i:/ *(36 :I. • X::u<) ;3tnt:I, r.':' G):u:l. „,:3 • 4 X ” :3 /1 'Y .22 •Xt: :4:1. 1.,( 2 (:. :4„ 22 a:1. . 23 :0.442 a6/ . C X:u: d.} d 7 2S Xu:i,134 H Ca 7 0::::24 0 2£:3 „ .1. • 29 / :aI l:� l:i :I. 6 7 (;Or' I)73(:):. • }..:(:)011.),:3 • 3 L:. :I. i' = =O :1. 41 " 6 •:1 :1.:I... :I.. I;..::<) :..`:; 11 !b. 'c?::? • I... : :I. 1:: ,:::0 ,, 6 • 9 0 „i:' lii =::iti >C): °.i;: j1 lI(::li(1II(il'•1 BAKER I^I O1:ftil•.i:R INC. PAGE 1 AO W(lklii1 I;:3Ii;. (nI (tX)Iii. BEAM. REF. B/.': 2.1 f•:• I f7. IYI ►ii: Iii: I... Iii: i''I I::: I I 'T' I:° C1 l (:: Iii: ; 3 ELT LOAD AXIAL X:D.I:fi3 T a. :::} Pi...A1'11 :i 1-3 PLANE A..:r.AL_ 11) (..(.IIYIX.{ FORCE 1 l IX).1. SHEAR MOMENT T' £:ri••IIz(k MOMENT T'Ok(:T :1. . .00 2 .. '70 .. 00 1; •, r• c .�.. ,.(t) ` x.11 I•. 1 0 ..0 :1...04 £3., ii:£i3 • 1.34 £:3 ,. 29 • :1.0 ., 0 .. 6 0 33 1.03 .0O �(ti l.£:3O .. 3 ..03 • #, : ?, ..0 -- 1. :3 " 77 1(39 ,.66 ( >O. 1.00 :1. 00' :I. : 00 ,:,41 ;, 54 .t:. 5 a h.r • . 3 a 5 £3 •' 3 5 c3 .. .' 3 00 ., 0.0 • 2 h•.1 . .13 .. , 3112c3 ... ..4()11£:/1 ................ we ........ ow...........»»......".. ....... .... ........»».».»............................ i............... ..........................»»».. ..0. :I.6, 30 4(..07 r:. Ma li ::) • 6.. f34 25 2 .. :I. :1O ................ _... ........ .... ... »................... ........ ..... ................ :1. .. 00 . (a• • .. :I.9,.97,. ..52.., :L 9. :I: 0t) . .0••' •:1.:5',. 63(;3.,2 6 • . .�:'.::i u h 7 :'. h ;T ., 1 L :r • .I.72.. . ..I. 6 3. . »..., .......... .......................................WW ................W. .. 00 0 .. 0 ° ., £:37 :I. 0' , 66 . • 25 .. 3 • •• :I.0 .1 h "'a:':i —33 1.• ., 5:I. 6 2 . 00 323..09 2 3 6,.95 -- 307 ?6` .. 0 to ,l;: "l' :;i 5 £i3 6 '� ;.'i r . y . .. • r• .;i r �:. L.� 11 L.r . .. ••• 11 iI. r. f• I'h.r_ 1, 6( 3 :l. 7 2 ..:I.6 IYI c::lYir ^II"IAI•'I BAKER I"'I'l£.11::.1":I::•R ,, INC. Paa£.'ll::. 2 I::' I::, C)( i) k( ili,t£i3(ll:'90'I::1:1.•.I:i. ac:1ciI:,:I.<' ..I::: "+I:: A0 U, �f•1Ri:i•••:i3E GRADE BEAM. ,. III „ r{ /S2 ., a. I::' I:;: • r . . lvI I ::. . E L E M E N T I:F f•) I•ti £.; i::• f:3 ELT .LOAD AX :I:AI.. x }:I: T 1-2 PLANE :L•°::i PLANE AXIAL ID COMB 'FORCE L•:.1.11)•I. SHEAR. MOMENT iIil NT ;.•)I"Il::.r' MOMENT "(0k( :1. 00 . :I.. ..0C} 2.5.y.. i —1.2014 ' ..666.. :I.' • .,00: . „0.. ..96 666 "9 4 •2 "6 00 6.!.5.,' 0 :I. • 000 :I.6 :I. • •.. 00 00 —664049 :1. • .: 00 :I. 00 • ..0.' • -46'20'7 4 ,4 . .I. .. 0 C) :L 00 f:'.5., : :i :1.'r.'i:.. 57 29:10:16 •...•0.0 »..•.»» ..........:....».........•.......... ...:. »... »...........•..•..•.•. ..•..• .......•.• :••••.... »... ••...•,. »:.....•... «...... 2.702 29 :1. :I.6 :':ti „ i :I • "7' .. f 9 £3 6 :I. • „ 60 +':.ea ..:....................... ».. •.....•.........:. ... ......:.......... :.•...:... » ».. ..........................:... :I•2...0 . •170E31: .. 996009 :I. 000 0 —.6040 996 ,..09 :3300 —1. (3072 501..5(} . 0 • th..,:i() . •' :1. 99„£:3;5 4„69 00 —.763029 00 :12073 7-66'50.50 „.:50 . 00 • :::',2 „0 —146097 (} 2900£:3 .. £36:I...6(} 1.200 24 ., 60 :I• :I. £:3: i .. 6 9 IY1t.:I 11..101h'1 •ls(iI <IC.R I : :l r..JL;.i':I::.1':;, •.LI' "If.,n • 1:: AO WF'il:ilii"I,iil::.. (i)RF11:)fi Xitl;:: i i FBI :f:.. .D/ ;::'... :I. ;1:;:1..'1" I...Ori)) AX:1AL 17:1 , • i" ' . 1:::L..Ahlfi: • 1. X) f:.t.)lYixs 1"'t.11'tt.E •I: $11).1.. :: }I"11::.(11'4 • 1 1: :'I:if:)tal:iFliYl;t.$A1::';x() %1:::1:1.:.4::. <:1r.;1tlIx:1.a�,I::'; . :1..7' i 1'': f1Xa:Al.... cai °II ".f't1'ti • IYIt,11`II::.I�I "f. 'T'1.)I'ti(:) • :L. „00 3$O0 .r 00. • . 269..20' .. 0 49 40 ... ......... ..... »..11:11....,:. .. .... 00 7::097 . 60"0 tilt) 3300 '. '4'513 , . Q w:.`i0 .:rd!.30O.a £3 ; 00 r ,; `•P :L: • 6 00 • : 1 . . : c ; : i —' 9.,90 000 •:..000000 4'1 4 i.w 1 000000," 6 0000 ".' ' � c:, 4 84 'I: ' ( }0000t) 0..) 0., :. :z:....00000.,...!:',.. : ': (:3t'.(iM.V...'I: .. '. 0,00000 :4::.:;-::: • l 1:000( 7 ....... 5, :.:6 i3U /.'I: 00000<) r�'ti:r ' 6i70600•"•— 0 /t0/ T-" 0 00 :000 " �,� • ' ' �(i3000<) . 000/ t,'I: ".. 000000' t;;: `. 80 T0 , • .. ' 6409/'1: "... • c.) ' 2U! fey 100<) " 9G ',:.1 T ".... 000000'. c.:I 1 000 '.t! T.669 " 000000 '1 i::: • •.. 80T " ° 042 9'1' ' 000000 .. •. : 0��� 9t�T00O ".. ..4,16O191' •" :000000'' 61: f "1;;'10 2ea 000000' 0'1 • '60000" 690b.0, 1: "„ 0000'0 : 1J ' •0900007— . e. 9,:Y 0:,'1 • 06000<) . 91; • 026600 009 1G1:" 000000" ':;∎ /00000 7.... • 682 TG T ".... 000000 :. ; 2t ' /00000 7 ,. 0/ /'I:0'1 " . 000000 ' f;:T :400000,", ' t, '5.• ".' � '1 000000 Z I: . T' 1:0000 .. 6002G 1 " 00000 {) " . I . •I; • 'T206 00 . 1.:1:Ma 1 ." . 0000.00 ^ 01 420000. ` 6690'.: '1 ' ° .000000" 6 : e.20000'' Z9 ,ta l , 000000 8.... 61 0000 g 9i: (i3ta ":... 000000 r tiOOOOO." . • 4:.::a�f;3ti'1 .0000 " 9 0 T 0000" .. 00' 06.1y 000000:7 �:� TZ 0 000." • • .1 99 t 1 „ ..000000 tr: r 0000 '.' •l:666b 1. 00000( 0 .. : 2 ti;;6'1 00 1: • . „ " 000000 " '..'';::0000 ; 1:1: t,O4"� 'I: .... . 000000 1 ... . (2:)':a. •( k)(1 (X)f1 . ...)..N T. "I( :);13 " "� 'I :'.1 i;7•';i ;;;I /014,�::1':J4;3 IA V)...I(:)(7>:I : :I ::110V.::1 ;:IlI( :).l..A.'J.1.(.):•I ahl'V .n" SI ICI. ::I!%I.::I:.)v"'Id::i.l.(! • 5:3 .1.: bl • :::I IAI • :i: ;:) 'J "'1 • ..I • l`•Ic) :I t.VN :1: ►:Ilxl( :)::) • (14;1(7' 1 !.. Isl :I: ( :) 1: " z > /►;X " ::1:1:1':1 " 1 l >:it • :i:I(XY :I(i) :iil;i I••I :::IMYf'1 OV 01s11 " ':1 l'.:1:1i1(:3 :I ;:i ';1:1ii >I'.' 1i')I••M141:31..l . I'°I c: :lYlAI"Irll'`I • r: +fit ICI::.I ": .I" R£JI::.I'll::.l' <,. .I.NL; ., AO i'J(li J 1 $ GRADE BEAM f EF, .. B/82..1 I c:. It: ( £:; '"f' •:I: (:) • I'`i •£:3 ( hI ,x) ( l:: I:: I_ :I: E. x)" I' - £a R. £:: • I: :a 1 ::'r*.st£31;: :. •I "'I ";£.)£ RAI'l:1 •`,:3A1: "` (:), /1 °'.I :I...I : :. :: ;: c; r:) I: } :I.; ?... Fi(.)I..: • I...r.:) x) 0£:11r ■ :1:Iq :I :(31‘1, :I. .. 1"'£JFt£::h :;3 I:... • ( t) ' IYI0111:;I Ii 3 :r£:):II'I.T. • 1:::(,) 11(1) :I • . '2 N >966.. • . 0000_ '...: ;ti,i ::3053•. .. O(70O 5 .. 99O �00000: �) ' 12... 0£:3 /9 ...0000 5 12.0 £i3 3/J .. 0000 6 . J' 2. £:32:::39 .0000 • : 7 ..".'12 n £:353 :I. .. 0000 ;:3 a. ':'. 92;2:2: . 2 ' 2: : • .. 000 {) 9 :, :L;> 0 02.04.,• : , ..000 {? ...,. 10• :1.,.3...1.,.':'.£38 .' 0000. , :C:I. ',....24 :01.000',. 00000„. 12; 13. 'I.%:I.'2 ..0000' :1::3 • a::.) 1 . 1'...'..9 00000 .14 . 3:;5,.. - ..Q800',... . .. 0000 . • :I. ti :I.3 .. (79£:39 .;.0000 .:1 :1 ., 18:' 000.0: .17 1. 3 n 3 ()000 :I.8• :L30 . ..0000. • 19 . `•1. :3 9:10 00000 • R: :O. .14,. x:.3£:30 ... ( >000. 'P. :I. .1.1' N &:306 .. 0000 2'2 .• • .. .1.1 •. 2910; . • n 00.00 '2. :3 .' ”..37 • .. 99:34 : .. 0000 '4 :I.1,.4696` (' 00.• 4....) :I.'.i`.. 4190 0 0000'.: ;..Fi :I. 5• n ':.: '' ,. .'. 0000 '.:. a. ::i N 452 ;.i ' .. 0000 ;'£.3 9..65, :1 i , 0000 rasa L 9.:it),I':. ...�19,. N O9�? IIMII BY )' DATE //1j1//1'Q PAGE / l OF 3 PROJECT / � . (J yv CLIENT C- -- JOB NO. 3 --t-)134 b', Z -Q' - z-- . pi/ ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 z cl 6. 9/5st r 1 1.-NS z� tt,?fG` - (',t A /2 5 — , /7 X17 e 4 • mL 1 4 - ) t.0% 1 7fr 7/ _e) , fp) 2 /L 2 1� (206) 621 -2400 FAX 621 -2412 D ENGINEERING DESIGN OF STRUCTURES M . OJT P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT BY DATE /44,1 CLIENT JOB NO. PAGE v OF 3 BY DATE // � JOB NO. PAGE OF V PROJECT CLIENT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (9, r?C ('s i 0.0 Lns'' J 357 1 or V (206) 621 -2400 FAX 621 -2412 MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT ../)6 G JLG,/ I.'t.f;, BY k . DATE /O. J ,a /J '47) CLIENT JOB NO, 59'/ C PAGE / OF vl 1L -v.6 -' 1/ ,Gl 4 (214 '35 4 z)() ads ¢ 4` 4- (¢) J-- 41) • Isle 1 W — 4 413 'V119.75' - o. 22 7 KsF (rm. GRtG. p, r'2 /2 -!z •8y A it),) LL 0,025 gsF D : O , 2 02- KsF i did dl 101t2e pre a, 01-1 GVk. = 1, .7(o,o2s) /,¢fo,02s) 0, pi. (4) s t f7,SL14' (gaga) lo) P kg. f Ar) us ° j ¢ g ",, a) X4.3,` • 11, wo 9,5 114- UtiiA/Z IvTxRPdI, NIR F e V t0 + r = z,r , N. k 1.61 = 3 0 . 19 Z 44. Ihw4 /2' 141 p01K- Psa I�,uS IA. co nc. e 1NtD = (33. Vf ((co) 1 K/i 2 (I1. 1 9)(1.)-) =1. S3 -7/311i i . 0 q - 1 1 7 1 1 " ) V .++ PJ21.o.) Lo/1a 461. (61$ + , ). 1.04 o151.4 � - (gfe�c�, LoRP loco 4,c 21. sr5F C 'c ; J, v., u / 14, flG ;2 , 4,4/0 &frtin,rr °,421,/(333)1/t . 5$,5f7 s Pot ct ,% .I- 15 o, 2x7.,3. n. I i3 (206) 621 -2400 FAX 621 -2412 CLIENT pERF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE WASHINGTO N 98104 PROJECT 7 -1 - G A ) I ." WA u_ r~ PIN C. v. J� ( -t) - &5,1. Ke-n- = S � �bU = 1471 (f4,)i A � / � � \4,11' IWWa _ b . o & I c - " I�l1tid, 0,56 ( 1 , 0 3 C 18 - �,. ) / 2 = 7s• 4-"1 4' = 13,�� ev,t IIiz,i!Lovuz. L1Gti (11,,is - 111.tn. ). 0 - ( HIN ? 1 4 ) 3 I _ 51,4c4. Q''" A ae, c qc.o //�� ti� 7. 5 MN Kc 4 et. It JIlL 0114-6S reiz = n Ase(o- cr+ 16 = 11 (1t - G , Es 2_4 G6 4 16,35C- 31.1 "4,01 0.55 (2Y.) - .+1,4 ck �- I. 13 M :1s, 4 (206) 621 -2400 FAX 621 -2412 BY 4k s DATE 12 i/y,j 'q a JOB NO. 'gjq 1 '$3 PAGE 'Z— OF 6 .f.) ),(4, • I G ; PROJECT A) BY DATE 1'2_ 1v CLIENT JOB NO. ? Is PAGE OF 11 M 0 M1ospAu 4 1,5-1-56 , 55 t I �,1. or 5 x 14,61' COL: WArtt. A: 1 _ I/ 1/D (, 4d 4- (Iq,$) - 2,13" 6,.g; y4 6 MIRF ENGIN EERING DESIGN OF STRUCTURES P.O BOX 4 10 • SEATTLE, WASHINGTON 0 S E, W HINGTON 98104 t1.oI I. 0.1 I I' (206) 621 -2400 FAX 621 -2412 PROJECT CLIENT , 0 ENGINEERING DESIGN OF STRUCTURES IN ✓ DIE P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY itri&HT OF W kLl. Gomet.1. 4.4 oh. Pk. = 3 z ...rs/lzG i1 �w = 33.33 / (20.4uoe tivilfrift) 044 jw = 6 8.08 tom: 00 ( 3¢,¢ih 76 , 66 %i, G0'41 bh v�l Gf/J/.y j L 2; iG T1/L A41, = 511,55 - 1,S - 71.7 -x `71 ?L,. = i3¢,6 /h' or 42.77 JOB NO. S PAGE MIL 2 4 §'— h. /fix 2.4. !6 �1ilaG�' A17 4✓4.1C c 41 / /K 4 0,5 " . 0 , S Da (3 3.3 3) Z Awcry A G = a. - e' e4Vi1SC4(0.4t . /- c S�t)r4 • G' /4 X 3 / M4.. 3 ¢. t,) it 3S 1 9f4 - 3 T = 5wQ¢ f 71, s(o,1- 7 - 1 -)(33, 53% 304E4 4ea 3V4 • ) 40 4,4 O votary de G, ; DATE I 1 LJ 1 4,4x4_4 4• ;,c.' /(3,33 04 =63.1 r , 74, F ' / d, €4¢K,; P� /FL : • ✓ 3 j/ (206) 621 -2400 FAX 621 -2412 OF 35, 3a-, p S`i {td All • Fr 1.og (33) 3 IrlA) 4.3 €(Otr) it/I :( ik.;:Ts;ArigfriiG.isi•IW',': S0SVrr'3.L '421riW mata 71111r411111 MIPXMVIVIMAStM1=M117i1V TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Dear Mr. Troxel: \- lib; 2 1fib9 Mr. Jim Troxel Supermarket Development Corporatio 10700 Meridian Avenue, Suite 406 Seattle, Washington 98133 Subject: Geotechnical Report Additions to Perishable Products Warehouse Associated Grocers Inc Seattle, Washington SUMMARY Project T914 -2 December 7, 1989 " t RECEIVED L,‘ trS #IL VI) f "t, CITY OFTUKWILA DEC 2 0 1989 I . •.,,1 ., f DEC 2 '110G9 .1 f We have completed the geotechnical studies you requested for the Perishable Products Warehouse at the Associated Grocers distribution center south of Boeing Field. The site location is shown on the Vicinity Map, Figure 1. We explored the subsurface soil and groundwater conditions in order to evaluate their suitability for additions to the north and the east sides of the existing warehouse and provide recommendations for foundations and other geotechnical aspects of the project. Our work included standard penetration test borings, laboratory tests, a review of geotechnical work for the existing warehouse completed ten years ago by Shannon & Wilson Inc, and geotechnical engineering analyses. This report describes our explorations and tests, reports their findings, and summarizes our conclusions and recommendations. Our test borings indicate that the site currently is overlain by about five feet of granular fill. The native soils under the fill include both compressible silts and relatively incompressible sands. The silts occur in two layers, one about ten feet thick directly beneath the fill and a second at depths about 40 to 50 feet that is ten to twenty feet thick. We understand that a portion of the site was surcharged prior to construction of the existing warehouse. The surcharge fill reached eight feet above the finish floor and extended at the toe about 40 feet outside the north and the east building lines. Along these perimeter walls, the surcharge preloaded all the soils to stresses significantly higher than the stresses that will be caused by the proposed additions. Consequently, if conventional foundations are used near the existing perimeter walls to support the additions, we expect settlements in the range of only one -half to one inch. Both existing and new construction will settle. In our opinion, settlements of this magnitude can be 15301 N.E. 90th Street • Redmond, Washington 98052 • Phone (206) 881 -5570 • FAX No. 869 -9173 Mailing Address: P.O. Box 3338 • Redmond, Washington 98073 ;r. pa xrs ��u r s n a Mr. Jim Troxel December 7, 1989 SITE AND PROJECT DESCRIPTIONS Project T914 -2 Page 2 tolerated by these structures. Some minor cracking and other cosmetic damage may occur. Locations more than about 30 feet outside the existing perimeter walls were only partially prestressed by the old surcharge fill. Consequently, conventional foundations in these areas will experience greater settlements than foundations near the existing walls. We estimate that column loads in the range of 60 kips should settle three inches or more. Most of the soil compression responsible for this settlement is expected to occur in the upper silt layer at depths less than about 15 feet. In order to reduce these predicted settlements, we recommend supporting the additions on pile foundations bearing in the sand at relatively shallow depths below t e up ep r silt, layer. Column settlements should then be in the range of one -half to one inch, comparable to those expected near the existing perimeter walls. Ground floors in the additions may be slabs -on -grade supported on the 4.5 -foot dock - height fills. We expect maximum settlements of about two inches due to the weight of the dock - height fills and the floor loads. In order to reduce the settlement experienced by the floor slabs, we recommend de]dying_const ructio�`�"so. We � til ilie dock - height fills have be in place at least three months. The following sections of this report describe our explorations and explain our recommendations in greater detail. The report is intended for the exclusive use of your company and its consultants. It has been prepared specifically for this project in accordance with normal geotechnical engineering practice. We do not guarantee project performance in any respect, only that our work meets normal standards of professional care. No other warranty, expressed or implied, is provided. The Associated Grocers, Inc distribution facility is west of I -5 south of Boeing Field, as shown on Figure 1. The Perishable Products Warehouse is at the south end of the complex adjacent South Boeing Access Road, as shown on Figure 2. The ground floor in the building is at Elevation 11.5 feet, about 4.5 feet above outside grades. There is a concrete apron about 70 feet wide at the north side of the building. Elsewhere, the ground surface is paved with asphaltic concrete. We understand that single -level additions will be constructed to the north and the east sides of the building, approximately as shown on Figure 2. The north addition will be about 60 feet wide and run the length of the building, about 780 feet. The new floor will be at dock - height, level with the existing floor. The roof will span the full 60 feet from the existing north wall to a new perimeter wall at the north edge of the addition. Columns along the new perimeter wall will be spaced at about 25 feet. For that column spacing, column loads have been estimated at 62 kips. We understand that floor loads may be as large as 285 pounds per square foot on pallet -sized areas, but should average only about 150 psf. [ • c #,'', min"'.'?:". -tu �55:5F.`.?:P,:Y • •;i'44Yi1 J tv.W+Wr.riStR: "..E;4'Y CMti' s Aturwt,aysaA....k carcastour reltatostm.A[isY.ccwdS.:A7:Utr ;.nrrzmohtrr: :,= v,y+...: Mr. Jim Troxel December 7, 1989 Project T914 -2 Page 3 The east addition will be about 80 by 125 feet in plan, as shown on Figure 2. This addition also will have a dock - height floor and floor loads similar to those at the north addition. We understand the roof will be supported by the existing east wall, the new perimeter walls, and a single row of interior columns about midway across the 80 -foot dimension. Column loads are expected to be smaller than those for the north addition. We have not examined preliminary structural drawings for the additions. If changes occur as the plans are developed, or if the information summarized above is inaccurate, Terra Associates, Inc should be advised so that our recommendations may be reconsidered and revised, if necessary. FIELD EXPLORATION AND LABORATORY TESTING Our field work was performed on October 6 and 9, 1989. Subsurface conditions on the site were explored by drilling four standard penetration test borings. Three were drilled to depths 19 feet below existing grade and the fourth to depth 74 feet. The borings were made by GeoBoring and Development of Puyallup using a truck - mounted drill rig. Continuous flight, hollow -stem augers were used to advance and support the boreholes. The borings were located by measuring from the existing building. Approximate boring locations are shown on Figure 2. Ground surface elevations reported for the boreholes are estimates based on an assumed grade of Elev 11.5 on the existing ground floor. The field exploration was continuously monitored by an engineering geologist from our firm. A log was prepared for each boring and ground water levels were observed. Representative soil samples were placed in closed containers and taken to our laboratory. To allow monitoring of groundwater levels over a longer time, an observation well was installed in Boring 2. In each boring, standard penetration tests were performed at selected intervals by driving a sampler with a two -inch outside diameter using a 140 -pound hammer falling 30 inches. The results of these tests are the N- values reported on the boring logs. In addition, several less disturbed samples of the softer soils were obtained by pushing steel Shelby tubes using the weight of the drill rig for a reaction. Soils observed in the field were classified in general accordance with the system described on Figure 3. Logs of the test borings are presented on Figures 4 through 7. These logs report our interpretation of the field logs and reflect the results of laboratory examination and testing of the field samples. Representative soil samples taken to our laboratory were given additional examination and testing. The field moisture content of each sample was measured. All test results are reported on the logs. Mr. Jim Troxel December 7, 1989 General SUBSURFACE CONDITIONS Project T914 -2 Page 4 The site is on the Duwamish River floodplain. The soils to depths about 60 to 70 feet are recent sediments deposited since the last glacier that occupied Puget Sound retreated about 12 thousand years ago. The sediments overlie weathered bedrock and older, denser soils that likely bore the weight of the glacier and are now virtually incompressible. From the top down, the recent sediments include: 1) about 10 feet of very soft to stiff silt and clayey silt, with organics; 2) 30 to 40 feet of medium dense to very dense fine to medium sand; and 3) 10 to 20 feet of soft to medium stiff clayey silt to silty clay, with organic zones and shell fragments. These natural soils are overlain by about five feet of fill placed in 1978 when the existing building was constructed. The fill is mostly gravelly silty sand with cobbles and occasional boulders. The upper silt layer is desiccated where it was exposed at the ground surface before the fill was placed. Consequently, the uppermost few feet directly beneath the fill are stiff and only slightly compressible. However, at slightly greater depth, this silt becomes softer and more compressible, as shown by the higher water contents. Where the water contents exceed about 50 percent, consolidation tests indicate this soil is normally consolidated and moderately compressible. Water contents in the upper silt as high as 88 percent were reported by Shannon & Wilson and a compression ratio of 0.26 was measured. This is the most compressible encountered on the site. For the stresses that will be applied by the additions, the sand layer is only slightly compressible. Consolidation tests on samples from the deeper silt layer indicate normally consolidated material with a compression ratio of about 0.15. DISCUSSIONS AND RECOMMENDATIONS Two compressible silt layers that affect foundation performance are present on the site. One layer lies near the present ground surface between depths of approximately five and fifteen feet. The second lies between depths of approximately 45 and 65 feet. Before the existing Perishable Products Warehouse was constructed in 1979, a preload and surcharge fill weighing about 2100 pounds per square foot was placed on the site. Mr. Jim Troxel December 7, 1989 '44 'r°YSr4;{ .iLi,d.,A'bt11i�+ titdFi :YLif 17 Project T914 -2 Page 5 Records indicate that this fill extended, at the toe of the slopes, about 40 feet outside the building lines at the south and the east sides where the proposed additions will be constructed. Settlements of more than one foot had occurred when the 1000 -psf surcharge was removed after it had been in place several months. Based on the boring logs and on soil compressibilities measured in consolidation tests, we estimate that the strains causing these settlements likely were divided about equally between the upper and the lower silt layers. This conclusion is the basis for the settlement estimates discussed below. Near the existing perimeter walls, the surcharge preloaded all the subsoils to stresses higher than those the proposed additions will cause. Because the subsoils in these areas have been prestressed by the old surcharge, the settlement of conventional foundations will be much reduced. We expect that column settlements, due to all causes including new fills and floor loads, will be in the range of one -half to one inch. In our opinion, with predicted settlements of this magnitude column loads along the existing walls may be carried by the existing footings, provided the bearing stresses, considering all dead and live loads, do not exceed 2500 pounds per square foot. Where this limit is exceeded, new foundations should be constructed to augment the existing footings. At locations more than about 30 feet from the existing walls, the old surcharge had only limited effect on the lower silt layer and virtually no effect on the upper silt layer. In these areas, we estimate column settlements in the range of three to four inches, considering all causes, including new fills and floor loads. In our opinion, settlements this large might cause excessive cracking and other minor damage that could be considered unsatisfactory foundation performance. These predicted settlements could be reduced by preloading and surcharging, as was done for the original construction. A surcharge about five feet high would be sufficient. It should remain in place for at least three months. We understand the construction schedule for these additions does not provide time for preloading. Consequently, other means must be used to reduce the predicted settlements. About one -third to one -half the predicted column settlement is due to the column load. The remainder is due to the dock - height fill and the floor load. Moreover, almost all the settlements due to the column loads are caused by strains in the upper silt layer. Thus, the predicted column settlements can be greatly reduced by supporting the columns on relatively short piles that bear in the upper several feet of the sand below the upper silt layer. Deep piles extending below the lower silt layer at depths 50 to 70 feet are not required. We estimate that the dock - height fills will cause settlements in the range of one to two inches. Most of this settlement is caused by strains in the upper silt layer that will not affect the settlement of the pile foundations. However, as the upper silt compresses, downdrag loads will be transferred to the piles. To reduce this unwanted pile load, the dock- height fills should be placed as early as possible and the installation of piles should be delayed as long as practical. Mr. Jim Troxel December 7, 1989 In our opinion, the ground floors may be slabs -on- grade. We estimate that the floor loads will cause slab settlements in the range of one -half to one inch. Additional slab settlements may occur due to strains caused by the dock - height fills. To keep slab settlements to a minimum, placement of the slabs should be delayed as long as practical. In addition, the slabs should be free to settle if the fill supporting them settles. Consequently, the slabs should not be attached to other structure. With the additions supported as recommended, both column and slab settlements in the range of one -half to one inch are expected. Because column and slab settlements may not be the same magnitude at any given location, movements of the slab with respect to the columns and other structure may occur. In our opinion, minor cracking and other cosmetic damage caused by settlements of this magnitude are not likely to significantly affect the performance of the building. However, if settlements smaller than those discussed above are considered necessary, more expensive foundation alternatives should be considered. The following sections of this report discuss various geotechnical aspects of the project in more detail. Our recommendations should be incorporated into the project design and construction. Dock - Height Fills Before the dock - height fills are placed, existing concrete aprons and asphalt pavement that would interfere with new foundations or piles should be removed. Elsewhere, existing apron and pavement may remain. If foundation construction is scheduled for the winter months, we recommend fracturing the concrete apron in order to provide drainage for rain water that may collect in the dock - height fill. The dock - height fills should be pit -run gravel free of excessive organics placed in thin layers and compacted to at least 92 percent of its ASTM D1557 maximum dry density. Maximum particle size should be about six inches. For wet - weather use, less than five percent of the fraction passing the 3/4 -inch sieve should be finer than the No. 200 sieve. Pit -run material with more fines may be acceptable during relatively dry weather. The dock - height fills will cause settlements that will increase gradually over a period of several months. To maximize the settlement that occurs early during construction, the fills should be placed at the earliest date possible. The fills should be placed first at the greatest distance from the existing walls, since these are the areas where the largest settlements are expected. The fills should be placed and compacted to lines beyond the building lines, then excavated back to provide for the perimeter foundation walls. Spread Foundations Conventional foundations may be used to support loads along the existing perimeter walls. Loads from the additions may be carried by the existing foundations, provided neither structure nor the bearing surfaces are overstressed. Project T914 -2 Page 6 Mr. Jim Troxel December 7, 1989 Pile Foundations Lateral Loads Perimeter Foundation Walls is •s Project T914 -2 Page 7 We recommend limiting the bearing stress to 2500 pounds per square foot, considering all dead and live loads. When wind or seismic loads are included, a one -third increase is permissible. Where loads from the addition would overstress the existing bearing areas, new foundations should be provided to increase the bearing area. New concrete may be dowelled or otherwise attached to the existing footings. At all locations except adjacent the existing walls, we recommend supporting the additions on pile foundations bearing in the sand below the upper silt layer. We understand that typical column loads will be in the range of 62 kips. To allow for possible downdrag loads caused by settlements that occur after the piles have been installed, we recommend using pile capacities about 30 percent larger than the column loads to be supported. Thus, for 62 -kip column loads, pile capacities should be about 80 kips. For 80 kips of pile capacity, we recommend either a single augercast pile 18 inches in diameter, or two timber piles with minimum tip circumferences of 22 inches. Timber piles should be debarked, treated with a suitable preservative, and otherwise conform with ASTM D25. We recommend driving timber piles with a single- acting hammer with a ram weighing about 5000 pounds and delivering about 15 thousand foot - pounds of energy. Other hammers may be considered. The Engineering News formula may be used to estimate the driving resistance required. For 80-kip capacities, eighteen- inch - diameter augercast piles should penetrate at least twelve feet into the sand layer below the upper silt. The tips should be below Elev -20. Piles may encounter obstructions in the fill at shallow depths, typically only five to six feet. A backhoe should be available to dig out any obstructions that interfere with installing the piles. Foundation walls that retain the dock - height fills should be designed for a uniform lateral soil stress of 200 pounds per square foot, plus an equivalent fluid weight of 35 pounds per cubic foot. The uniform load accounts for floor and wheel loads. Wind and seismic loads may be resisted by friction on the bottom of footings and by passive stresses on the sides of footings and foundation walls. Passive resistances may be calculated for an equivalent fluid weight of 350 pounds per cubic foot, provided all fills and backfills in the passive zones are compacted to at least 92 percent of their ASTM D1557 maximum dry density. Mr. Jim Troxel December 7, 1989 Ground Floor Slabs Drainage Additional Services d;OYJd'r�M1YtiW�ikJ. az CLOSURE aWattYsW111 44Stni VPIOfASOIPawsurrtwa .tmosas++ rasrwwn.»rFrnw.nrM Project T914 -2 Page 8 The friction load on the base of footings should not exceed 35 percent of the foundation's dead load. Lateral load may also be transferred to the tops of vertical piles. We recommend limiting the lateral load on timber piles to two kips per pile. If necessary, lateral loads can be carried by augercast piles, provided they are properly reinforced. Ground floors may be slabs -on- grade. Slab thicknesses and reinforcement may be proportioned for a subgrade modulus of 100 pounds per cubic inch. If moisture migration through the slabs is not desirable, we recommend installing a plastic vapor barrier at least ten mils thick. To act as a capillary break, a layer of pea gravel a few inches thick beneath the vapor barrier may be desirable, depending on the quality of the dock - height fill. In addition, to protect the vapor barrier during construction and to aid curing the concrete, a layer of sand a few inches thick may be placed above the vapor barrier. Because the floor grades will be well above outside grades, no special drainage provisions, in our opinion, are necessary. Outside grades should divert surface runoff away from the building. Water from roof gutters should be carried directly to the storm sewers in tight lines. We recommend that Terra Associates, Inc be provided the opportunity to review the project foundation drawings and the earthwork specifications in order to verify that our recommendations have been properly interpreted and implemented in the project design. To observe the contractor's compliance with the design concepts, specifications and recommendations, and to allow expedient design changes in the event subsurface conditions differ from those anticipated, we also recommend that Terra Associates, Inc be retained to provide geotechnical services during construction. These services should include: 1) examination of all bearing surfaces for spread foundations; 2) performing field density tests on compacted backfills and compacted dock - height fills; and 3) monitoring the installation of all piles. ■ • Mr. Jim Troxel December 7, 1989 The analyses and recommendations submitted herein are based on data obtained from test borings. However, subsurface conditions at locations not explored may differ from those observed in the boreholes. The nature and extent of any such variations may not become evident before construction. If variations are observed during construction, Terra Associates, Inc should be requested to evaluate the actual site conditions and review the recommendations in this report prior to proceeding with the construction. The following figures are included and complete this report: Figure 1 Figure 2 Figure 3 Figures 4 through 7 Vicinity Map Exploration Location Plan Legend for Logs Boring Logs Project T914 -2 Page 9 We appreciate the opportunity to provide these services. Please contact us whenever we may be able to assist you, and please call if you have any questions concerning our report. Sincerely, TERRA ASSOCIATES, INC • . " • ••• • •- SP PORT 104 SW 114 ST SW 115 ST is 116TH P1 59 6 ow S CONCORO 9114 910.1 S 101m 80E/N6 OIR C OR , A ST tfl .1 .INC101 DOCIMO PL.INI V (SENN 115 0.911 Apo 1. WEBSTER 9 4/39101 !DO,' ts ST MON OE ST s OT S 00E1 Cf./fro... WARSAW 11 AN ST .. 100NSON 21 MORGAN SMOG( 102A 'WI !•■•,, 19 SW 11 ST 1 0 SW ,16TH Copied from Thomas Bros. Maps, 1987 TERRA ASSOCIATES Geotechnical Consultants VICINITY MAP Perishable Products Warehouse Additions Associated Grocers Inc Proj. No.914-21 Date 12/89 1 Figure 1 Scale 1 .I>) South TERRA ASSOCIATES Geotechnical Consultants BORING, LOCATION PLAN Perishable Products Warehouse Additions Associated Grocers Inc Proj. No.914-21 Date 12/89 I Figure 2 . SOIL CLASSIFICATION SYSTEM LETTER MAJOR DIVISIONS SYMBOL GRAPH SYMBOL TYPICAL DESCRIPTION CO a 0 Tv N L I I n, 'N Z < E a iz o 15 C3 o W c N C) 2 CC - z Q m c CI .2 2 0 GRAVELS More than 50% of coarse fraction is larger than No. 4 sieve. Clean Gravels (less than 5% fines). GW D • ;' ' C � :' u Well- graded gravels, gravel -sand mixtures, little or no fines. G P • :• P ttle oorly- gra or no fded ines gravels, gravel -sand mixtures, li. Gravels with fines. I�,a G M 1,' �3 e 3) Silty gravels, gravel- sand -silt mixtures, non - plastic fines. GC �• rip- / gravels, gravel- sand -clay mixtures. plastic fines. SANDS More than 50% of coarse fraction is smaller than No. 4 sieve. San (less than 5% fines). S W ' ` ' ' :;� Well- graded sands, gravelly sands, little or no fines. SP ;t:;:::;;':::• Poorly- graded sands or gravelly sands, little or no fines. Sands with fines. SM ;; Silty sands, sand -silt mixtures, non- plastic fines, SC r Clayey sands, sand -clay mixtures, plastic fines. -_ Q 7 2 t 8 N o E Z o z° Q - s . 0 a ° a W Z ° ( -73. ( 7 ) E. SILTS AND CLAYS Liquid limit is less than 50 %. ML I .4114t organic s ilts and very fine sands, rock flour, lor clay fine sands or clayey silts witn nIastini r v. CL Inorganic clays of low to, meth m plasticity, wary clays, sandy clays, silty clays, lean s. OI- �� I I i i i ,� Organic silts and organic clays of low plasticity. SILTS AND CLAYS • Liquid limit is greater than 50 %. MH J Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic. CH Inorganic clays of high plasticity, fat clays. OH , , 1 �i i1 , ;1 Organic clays of medium to high plasticity, I organic silts. Peat and other highly 'organic soils. HIGHLY ORGANIC SOILS PT ---44. ,, ,,�.. , DEFINITION OF TERMS AND SYMBOLS S 2" OUTER DIAMETER SPLIT SPOON SAMPLE C TORVANE READING, If 2.4" INNER DIAMETER RING SAMPLE OR SHELBY TUBE SAMPLE au PENETROMETER READING, tsf P SAMPLER PUSHED W MOISTURE, percent of dry weight * SAMPLE NOT RECOVERED pcf DRY DENSITY, pounds per cubic foot Q WATER LEVEL (DATE) LL LIQUID LIMIT,percent 1 WATER OBSERVATION WELL PI PLASTICITY INDEX N STANDARD PENETRATION, blows per foot LEGEND FOR LOGS o r =fi: TERRA ASSOCIATES "'" Geotechnical Consultants Proj. No. 914 -2 (Date 12/89 'Figure 3 Logged Date BORING NO. By CRL 1 . ELEV 7± 10 -6 -89 Graph CS S oli Description J _ 0 ft >h Sample B l N o F ( 2" asphaltic concrete sm Gray -brown silty SAND with gravel and cobbles (FILL) I 55 10 . Same, with topsoil & quarry rock 5 ml Gray SILT, trace of sand and clay 2 36 No recovery from Shelby Tube .10 P - I 36 29 sg Black fine to medium SAND — 15 Same _ I 16 27 -.20 Same I 77 26 — 25 Same _ I 72 27 -.30 No recovery 1 50/6" —35 Same, more silt . 1 81 27 (continued) BORING LOG ;:. TERRA Perishable Products Warehouse Additions � • `'' `` ' I ps.no � ASSOCIATES Associated Grocers Inc i 4sr Consultants Proj, No.914 -21 Date 12/89 I Figure 4A Geotechnical r' r.i�'n x' .. .- ...r.....$;w..�,r�.- �....,n e . .......�....:. �, _..�.,. .�,wr y.r...�.r,. .. ..... ..... °.y ,..n . r.. Jt,r riae+iw+.wa..�i.�;i,..rya.A+IN. tip....,. r:, �. w. 4i: erdn'•. e, wr✓. w. �a„ uv�:�:...,1,::)',:rJ.w�w.,>...w �iF•uu�„Sr.r:a.ta.r�w `w,w:.i3 Logged Date BORING NO. (continued) By CRL 1 ELEV 7± 10 -6 -89 Graph S CS Soil Description (f )h Sample Blows F t. j % ) sm sp No recovery Black fine to medium SAND with silt lenses - 45 - - — 50 - - — 55 - ,— 60 I 15 39 13 P 59 28 35 33 26 21 22 84 pcf q =4i+ ml mh ml Gray and black clayey SILT with shell fragments Gray SILT with shell and gravel at bottom of tube I ml Gray clayey SILT with sand r- Boring completed at depth 64 feet. Ground water in borehole at depth 10 ft after completion of drilling. Borehole backfilled with bentonite /cement grout. TERRA ASSOCIATES Consultants BORING LOG Perishable Products Warehouse Additions Associated Grocers Inc 'f " .,. ' ,.'''' LPLAK , 0+� - twig Proj. No.914 -21 Date 12/89 I Figure 48 Geotechnical ay�.i+yv�� ..tn s - !l��e ^ sr1`^: ri ••y ra.7Y ^tt•lwy••ir..r..n. Gy(r r a ♦ piYtM!�^rw i ly,r:.w .. a . �� . fvl... 'l L:.w ♦ 1.+...r {.tia �w.w4 ..w•�1�L'w Logged Date BORING NO. By CRL 2 ELEV 71 10-9-89 Graph US cs Soil Description Depth 00 Sample (N) Blows Ft. w (%) • sm 3" asphaltic concrete Gray-brown silty SAND with gravel (FILL) . . . 5 . . — 10 . - .. 15 il I I I 1 32 8 P 7 10 14 11 58 42 38 27 26 q mh ml Gray clayey SILT Gray clayey SILT Sandy SILT with organics ATD -X--- . sm Black silty fine to medium SAND Same Same - 1 Boring completed at depth 19 feet. Observation well installed to bottom of borehole. TERRA ASSOCIATES Consultants BORING LOG Perishable Products Warehouse' Additions Associated Grocers Inc 0 i..:.:.? Geotechnical Proj. No.9 14-4 Date 12/89 I Figure 6 Logged Date BORING NO. By CRL 3 ELEV 71 10-9-89 Graph US cs Soil Description Depth (ft.) Sample (N) Blows Ft. w (%) sm 6" concrete Gray silty SAND with gravel and cobbles Cob 1 - - no recovery_ (FILL) Cobble - no recovery' - 5 1 I I]: 1 10/0" 50/6" p 3 13 46 37 40 30 30 q ml ml sm No recovery from Shelby Gray SILT, clayey SILT, silty fine SANE,. - , 10 sm sm sp Black silty fine to medium SAND Same, less silt . 15 - Boring completed at depth 19 feet ''''''''' iit4Ar ;:. , 1;• N TERRA ASSOCIATES Consultants BORING LOG Perishable Products Warehouse Additions Associated Grocers Inc Geotechnical Proj. No. 914-21 Date 12/89 1 Figure 8 ?.; Logged Date BORING NO. By CRL • 4 ELEV 7+ 10-9-89 Graph US cs Soil Description Depth (ft.) Sample (N) Blows Ft. w (0/0) sm 7" concrete Gray silty SAND with gravel and cobbles (FILL) - - - - M I 50/6 16 P P 27 11 34 41 57 54 52 29 q ml ml/ • mh Gray SILT with clay Gray clayey SILT with organics AND* 5 - 10 - - -- 15 - sm sm sp Black silty fine SAND Black fine to medium SAND, trace silt I Boring completed at depth 19 feet TERRA ASSOCIATES Consultants BORING LOG Perishable Products Warehouse Additions Associated Grocers Inc , :,..'...... Proj. No.914-21 Date 12/89 1 Figure 7 Geotechnical • . , . • • `,; STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKWILA DEC 7 0 1989 PERMIT CENTER McMAHAN BAKER FROERER, INC. Engineering Design of Structures P.O. Box 4010 SEATTLE, WASHINGTON 981.04__ JOB %SS :ATE: v... /15ie9 11 1 ULU 2 7199A MAHAN & fESAtVo, INC. . 'SHEET =BY:. X0 .1. IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A. W(i,(Zoav >c. BY 5 DATE CLIENT JOB NO; PAGE OF "'T'sat_te m 1 - -% • CoNT1 :,IT POLIk10 4..T% O W FR4'M \NC.) d LAT tit ftc.. ReJ41 -Li ST Lc :L. R 14 korN l O►J S C1 Li:- L34- (206) 621-2400 FAX 621 -2412 P41, PROJECT /t6:- 1q,, L,_ . G,..- CLIENT �/1" BY X rL1 , DATE #/ /% . JOB NO. PAGE F/ fff OF �.J MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 l�L (o%y' 3,Prfry- & 1 3 e tS 25 raj �. 3g, 5x 2- 1 -C6i / 1, c, irs f 41 ) )) / h (6,c16 077--6 k S (206) 621 -2400 FAX 621 -2412 / 7 c A 5 7v /p '2)2211 `D 7 C y' " 04 yam,1 PROJECT 1 BY z /��/7 , DATE � CLIENT l JOB NO. PAGE F OF I PAM ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 MBF, INC. `TAO L le. t L.lr 1 5 4 (206) 621 -2400 FAX 621 -2412 o r- /s75<;o �' /.� MIT )3„, MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 id, CV 1/ BY ie ,Ci''t DATE JOB NO. PAGE P 3 (206) 621 -2400 FAX 621 -2412 12-V 2-x 2 z S- • c PROJECT ff,..--- CLIENT BY DATE JOB NO. PAGE 1 MD OF LI MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 iL ZA4IN ; U % . 0 f f -- 6; - ; (206) 621-2400 FAX 621-2412 XI 'OF MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 c 3 3 57 6P-4") it‘ r Ft, PF1OJECT eitA BY DATE CLIENT JOB NO. PAGE F5 OF 53i 4 cr, 0..00 24 t(-3 3 ? - 7 - 2A' , / e,- 3' L4i (4 1 7 vp-fi c( (206) 621-2400 FAX 621-2412 BY 46-, DATE /0 2'7 PROJECT A.6._ o 4- CLIENT JOB NO. PAGE ff. OF MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 IC)) cteVe p (206) 621-2400 FAX 621-2412 4- 27 1 /(2- is I MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY JOB NO. (206) 621 -2400 FAX 621 -2412 DATE /3/Z7 PAGE F7 OF mu ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO. PAGE fliP OF (206) 621 -2400 FAX 621 -2412 PROJECT BY DATE CLIENT JOB NO. PAGE F/ OF JIF PAIM. ENGINEERING DESIGN OF STRUCTURES P.O. 80X 4010 • SEATTLE, WASHINGTON 98104 DL Viet tas t—L\3 EA z.1 G A.12 0L ZL'1 ow.- lei Gi OL A -1 LL Zoor- aL tt LL` \3,S Off. \L1, AL L�- ‘0,5 OL8. 77 :t` (206) 621 -2400 FAX 621 -2412 MIT PROJECT 04 CLIENT C-eq MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98704 • (206) 621-2400 FAX 621-2412 f WeA 4e. /4.0e--C c , /eir i5CAV ,/ z e g I2 i 9e ‘ / C • z--7 #97 Lx/ 4, cx•• 7 ;7 • • 1 Sk-A k), , r,2) 2.0x.ect-1 o. cm/ -.72> fr,c; 1ll 11f MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A 6, W 44 } -40U4 BY DATE Il /53 CLIENT c0 A. JOB NO. PAGEL I, OF LATERAL- 4102:t7. Rt sksrto lay nr1 o'm>s u z FQ r e. A t tztcc r% +� FAX 621 -2412 (206) 621 -2400 L , llg 3LF PROJECT 44 u i ar 0 BV IE t) DATE `'t,1 /8di CLIENT 'Lf\./ A JOB NO. PAGE L2. OF 1Z Lsz la ( •O Root-- CE.4,Q RootwC�, Wsol_ CJE_Lk.. PoQtvTL IN1It E m% sc.. Roof L AE. ot ST 0ae314,4 3 Qs q psr 3 4 4- 2 2.5 psr -r0 /P4, }513 ca F- /Z'( Lod( MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 \ GA- Oecx. rn se m.) c" G — # J bt ter 6 P Q cES 1 - 401^ �H S 4. plc . W 14.N-T o rzgAMv+C 10 pi�.b� "- 1t5 - 721 ' OU to (206) 621 -2400 FAX 621 -2412 For F4.croR' -/ TQ L PROJECT 4 BY 61 DATE Zit Ism CLIENT c_ A. JOB NO. PAGEL,3 OF DLO TRY 3 tS'T sP�a�� ■■•-) OkR,ELTty - r t L LOAs4 s6 : PIc 2 8 oL 4.L-L' io 4 MIT MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 OsE_ sPeN w / 28 Lb-\ Z'S l .. 4 Jo sir sP 4 Ref tj■ 14 34,,'S A LiO = l 4.6 1. (206) 621 -2400 FAX 621 -2412 PROJECT CLIENT g3'f VtaLt: -W /,,v (s %L.t) 1at,161A 1 'Z.4 0.8 4°t,30 ` 11.'7 i"s- - V1.'1k t2. \ (= A00 = 1.9 t V �I c. r tSw 0.3KI.041.1S MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 1-. Root= BY et:)_ DATE JOB NO. PAGEL4 OF 6.3 e� Z.'t Z� 1, 0 R zee 6 Tomas ) At() 136 t A K10 tot K 4.0 4' 1-' 8560 \ ROOF L41 ,o C 1S6o " 2..58 tc ‘ 'ra-\ el. 412 -e .4- \Z.. " 3 • t-.%• 12-4, U.k , o 0 A K 37_64 - \ \ 1t C.O�JTRIaI.� (206) 621 -2400 FAX 621 -2412 CLIENT PROJECT 4_( W k LLila)St= O c ..ftY\ (Lex. TEMA AU L.0%-k4E 44,14 z5' IF MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 U f J 6T1� f= tiJk.S 4c1 40' 4 BY e DATE JOB NO. PAGE L S OF jl_t]tlr 1 e..443 L f`tTe"R,12t. (206) 621 -2400 FAX 621 -2412 AG: WarEhc)uss E:•tpansion- TWO BAY FRAME PAGE i. PROGRAM : SA1= 90 /FILE : agwhse2 . SOL J O I N T D I S P L A C E M E N T S T S LOAD :COMB:t NAT I ON D I SF I_ACEh1F_NT "UP AND F O1 AT I ONS "R" JOINT .,:, IJ(X) ..U(Y)• R('=? • ,..000000:,..• : u 000(,)0 - .•108438 : • '. 0000)0 . 000000 • 1: 't )1309 C:)t:)C_i0 )C) , C;fC)C.i0 0 •. 1'2 7i 0C.)J:.: f4 2a,506474: ',.016906 -, „ Sf )7%j.4c; /75] 7 0038 h 7' - a c:)t: 0 t-.3' . .7 fa "4:...30// 9 - .017644 .0l.i_) :: 50 RQM s. 1 * - ' MAHAN BAKER ER FROERER . INC. AG Warehou Expansion- SINGLE LAY FRAME D I S P L A C EM E N T S LOAI COMD I NAI I ON 1 DISPLACEMENTS LACEMENTS "U" AND ROTATIONS JOINT U(X) L(Y). R(Z) -- 3G.,883247 •.03781 c) 7.008023 8.784467 .7.07.:47,95 012096 Li PAGE 1 PROGRAM :SAP90/FILE :agwhsei.SOL <I ]AiAR § /)K. {. / /OE \ER; • IM /, A§ @$Rel,,u e • ,0 N • ~ D A D /048± /A' ON 'd0I \m 2`U( \y � U(%\ : ` .R(/ ) � .�.-. : . »<! «z »,000000.2 2+000000 ®< ».077372\ }6000022» %0 00 . \8§\582 2)00000« .. 000000 • - „0226)§ \ § 00 / 00 © :& /00,)R\ . X2083482. 5 ^ : } / ; /ib± \ \ /� }/± § \ }2 \ \ \ - .7 j ) ' 2 \\4, §2 772::2 .d §9 \}) ; '0010/4 \ .\ L4.473994 \ \ « °\Oi094.3 « / \000968' d \� \ \ 4 ; :3 6 (.) 9 d \2 /R 6 9 7 - }004 }6§ \' AND R@TA3;ONS<!R” Exptneic ƒHREE BAY•FR A 11 E. S y:C A C E.M E N T QIS \EA§EMCNTS . . . . . PAGE 7R0 RAM :3F90ZFILE *AGWb5E3.SQL HIT PROJECT CLIENT �Q�?P,•+Rt� WOt.1st. REL1 T10C. f^'•L CLO■J'r C L1/4) Lr '+ -+t- �7 [ 44.4 1 �Q.Q -'M'E. \ U�KZ ZZS � � u. 5 = d, at1'� c9.a r✓1w. Z t 0. 3a K= Y38,9 = 0,025�� 2S,� I tIzAsyL 3 llK = ■4,10 (\A.A. = 0,0(e3.5 1o6 t.- n r mv4z. or- Rt (0 a, T Y 44, 4 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 F 1.0 ES Q K =44,4 F. J BY GO , DATE ‘2,/4 ( JOB NO. PAGE L9 OF E ► 6,) L rilFaaL y b' i. 'I of (206) 621 -2400 FAX 621 -2412 e. ENGINEERING MBF, INC, D ENGIEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT A G BY S.t DATE ‘2.14./p,9 CLIENT JOB NO. PAGEL.1 V OF " 1.0 ;50 *' 3S. ♦ (n Fa x 4o "103 4- (o4 4o 47L L <0(1' - 70 , 02,0 Polo+' 4 o -r 66.61 o o Pits K 4v -{- Pplp 44o4.La 4,G440 t•(z•'S3 3►,3 - 10 -4- 66 . Cot. L� ct►a�r SL o� 2\6tn it t F20.Mc K Li tC .ti. S 4. A 'LI 1t99 0 •S. ti 2090 E Z S . $ \oil. 2.1 EV. f ZS: $ 13e., 3S09 r 1,- J Z 15. \ L 1 ( l 1 --k 6 `-3 b, k -61, 1 = r ©S k34, = , .4 1 PROJECT A,G[,.hlst. CLIENT A c. MBF, INC. ENGINEERING DESIGN OF STRUCTURES P,O, BOX 4010 • SEATTLE, WASHINGTON 98104 , Lte-fSEV- L " oRLs. fl + s'T Al 111/4.17 10+,1 1=RoMe {� c� 'K81 \«1 44.4 G d 284 t0Zw31 4 4 31. 164'1 61,1\ 4 - 4.. y. 10, l 443 46Z9 t.s 16.c1 43 13 (o tS, g 43.F► t13S 33,∎t9 Ls. a lo,9 via 7.54 \1 b947... 1. sja,3 30 VASE S5ZOS a�3 ,SS 8 3g" BY £c.) JOB NO, '(1 ` ,t4 ;44. z Rv \. Ka r / ti) (206) 621 -240C FAX 621 -2412 DATE 12(S/a,5 PAGE L t. ( OF M[ MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT r ( vt..\ g E. BY so .1 DATE CLIENT JOB NO. PAGELt'L OF AB War Shcic-tse Expansion-7. FRAME A , B , C SYSTEM .41=0 NTS Y -c:> S =12. X=40.0 Y =O : X =8o . Y=0. 4 X =O. Y =19. 5 X =40. Y=17.5 6.. X=80'. Y=16. LOADS .4. F=7.1/3 4,6y1 I =C F - =8 4/' � -WILT 4 rESTRA:[NTS 4 R.-..(->p0.„ 1;1,1.10 FRAME NIN; 2 NL_ =1. SH =TS12X 2X•. /© F =29on0 n A= =4000 1 We-O —14.21E FfL44% -i 1:.14. ,M =1 LF' =1 , C> 4 ; 5 . .M - =2 NSL =t:>, u . 1 7 . 2 5 M =1. 6 M =1 C 1B0 1 C =1,Op0 2 C=r., 1 � c _ > 3. :C =0 0;;1 Mc:MAHAIN BAKER FROEREF; INC. PAGE 1 PROGRAM : SAP9O /FILE : P13WHBE . F 3F AG Warehouse Expansion- FRAME A,B,C R A M E E L E M E N T F O R C E S D ELT LORI) AXIAL DIST 1-2 PLANE ;1-3 PLANE AXIAL ID COMB FORCE ENDI F3HEAR. MOMENT SHEAR MOMENT TORO 1 1.33 . 0 T28.0 1.57 . 0 228.0 -2.68 -.67 2 28.0 .0 -1.70 480. 3 -1.70 -.79 .0 - -1.54 480.7 -1.54 - -.20 .C1 2.69 189.6. .00 480.7 -4.12 ,45 .0 210.0 . 5y �.. 210.0 - 8.26. -.54 -.64 . 0 48 0. - -.17 1 -1.78 „c.1 192.0 2 -2.10 . 192.0 -2.68 1.75. . 1 .75 . t:1 -1.76 480.3 --1.76 -2.08 -2.08 .00. 398.22 2 „t:)7 .00 2.07 471 -.17 -.17 .00 -39.55 - 398.22 -227.92 471.13, - 269.65. "9.55 215.27 -384.12 2.52 . 00 2.52 52.41 2.98 .00 2.98 625.16 .0 . - . 0 .00 210.0 .02 -4.19 .0 4.14 -388. 32 291.7 • .00 215.08 . 480. 3 -2.67 •37 2.84 2.84 3,00.49 - 544.74 ~55.52 - 644.48 :.00 544.74. g 1 . 0 1 - s K x,01 "- Y 1I A I 1. 11.;,.( 7-s.(. Nkol . Z4 -i. + 6.4-A 0 1 gyp, K 1,07 XI1 S X 1.01 57, 3.( Expansion- FR,AME'A,8,C �JAD; COMBINATION ^ -- DISPLACEMENTS "U" . AND ROTATIONS "R" JOINT U(X) U(Y) FR(2) 1 .000000 0 0000c;i0 -.005.'::::9 - .000000 .000000 -.006005 0:000000 .000000 0 -. i:)C>6' 61. . 8516n2 ..00072 -.000465 00465 . 850271 .000226 .000048 .3 . 79 -.000815 -.000646 McMAHAN AG .Watireh us L f / PAGE 2 PF OGRAM : SAp90 IF I LE : AGWHSE2 . SOL McMAMAN BAKER FROEEER, INC. AG Wiar =ph ou tee: E.t pansicDn— FRAME A, Ic, C 0...I N -- D I S F' L. A C E M E N .T S AD COME 7 NAT I.ON 1 -. DISPLACEMENTS " U ' AND ROTATIONS LAle F'AC3E 1 PROGRAM ; SAP t t:) /F I L a AC3WHSE2 . SOL. ucx� .000000: .'00 0000. . 000000 71980)7 .. 718682 . .7177 59 J©INT. 1 U(Y) . Fi(z) .000000 —..004513 .000000 —.005292 :000610 • , t:)c:)t:) w 9::, .000191 . 7 .. .000641 . .. —.000689' --.0005413' 1/4i'n14 L.c1 Pr() M O ENGINEERING DESIGN OF STRUCTURES . D) P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 j PROJECT 4.6 (.4 ( t: .304 C BY CO DATE (206) 621 -2400 FAX 621 -2412 AG Warehouse F_xp<ansion -- FRAME D,E,F SYSTEM • L=3.. .NTS c:0 Y =0 S=12 =0.0 Y =:19.0 X =40. Y=17.5 4 X =40. Y =0. LOADS L =1 F =4.9/2 RESTRAINTS 1:,4, 2.R =1,11,1,1 2,3;R0,0 FRAME . . NM =2 1. SH =TS12X:12X3 /8 E ='.9000 2 A =1.0 . I =4c:000 lrRRM D k Z. 1 WC =0 , - 14.2E_3 �--� 2 WG =0,- 7.1E -:' F �- 2 . M =2 .. NSL =C 4 1, 2 3 :3 4 M =1 COMBO 1'C =1 L\ 'MrMAHAN BAKER FROERER, INC. AG Warehouse E. p FRAME D,E,F R A M E E L E M E N T : . F O R C E S OL T LOAD D COMP FORCE END I ej1 AXIAL D:[ST. 2 • 4 i i -2 PLANE SHEAR MOMENT POE 1 PR OGRAM:8AP90/r :iLE:AGWI- IEE1.F F • 1 -3 PLANE AXIAL SHEAR MOMENT TORO 0 .0 2.19 00 228.0:0 2.19 499.39 -3.41 .0 29 .00 228.0 29 66.84 -1.70 0:0 -.15 „c:0 228.0 15 -7.7;.42 . 34 :� 48t�. 7. 29 - -2.24 . � ;22 . 0 3.42.. 66.84 4 5. C 240.9 00 :+44.76 1548Q . -3,39 -61 hi, 5 2 .00 1 71 �...� Z 240.9 . . 00 17' 480." -1.7�? t :► .78 2r .0 2.71 210 . t,i . 71 -3.41 499 , 39 40. K'Ito`1 44. -569.03 1.1 4- . n .\ t - 569'.03 . Op - 61: 56, .l t :� : : 29. 00 0 ,15 .31:0.78 210 ` . 0 . 00 , . 10S' TBSHMed :3 IIJ /06dVS :l+ld'A108 i 1 : i9Vd L.989,00"— 00000c:) " 000000' 0 ,17t000 "— L - . LlT8GE3' 2 T.c:) c:)c:)c;,) " 8 ;c:) T c.)c:) " c�)c;.)BEIG R " Z L9iGc.u:) • — 000000' 0000007. T (Z) 9 (A)fl (X)fl INTOV • 8 1, SNO I.1.t11.0)..i CI;Nd nrk S.I.N3N3JdfidS I a - T NO I i''N I E1kIO0 dmi 8 .L N 3 Iii 3 3 H 1 d S I 0 3N4 UC)ZaU?CI >c3 zasnC)q IeM Jd " 3 \I I '` 1 30U.i 83 NHe. Mai k)IA1 mW PEET ENGINEERING DESIGN OF STRUCTURES P,0, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4(3 W � BY DATE CLIENT JOB NO. PAGIILL ( OF �ci.r rV Zr. OL sn4N: 46WIBSt.3 6,1 IL E.- w LAS' L bt- ,o47'•46;5 0,18 , 41 -'. (206) 621 -2400 FAX 621 -2412 ' 5y it. ( a thaw �. ,ut,1 t. / 5o K , F1c• • r l":cit.t <.;;c:: IF.: :4 ( :)41.111:>:Lc:,r7 1 II:i: • t • • 3 `x:: : :, =,O •'r:::t() X ',:• °_,. Y ‹) • 4), :, X : : :25;, • •'`(:::L ,O I ;;.0 A ) )fi3 f�:G 6:1 ;11'i•', , „,() .1. „ :I. „() • f ' AIY'llii :1. 3l1: ;: : 1 ` ;3 :L 2..: {;;i /fi3 1 :: m:29(:0OO • 2 A :I. :I: • ()()() • • =Ia :t;) „ O ;, O ,, ..:. •1 „ .•..:1 O )F•.•.:s 0,; :1 , •.:2.a : „ °r• 1?:A1 :: ,_ 'f' .: lii: ;:i i,'O ,, 1 ,, —.4 , ; "> „ (7 :I. :.:•ti IYI tut .I. :I. • „ O „• 1 „ •O ;, O IYI:: :: :1. 6 • 2 • Irl:: ; :rt :' •:11$131.. :: : ::p „•O l ,;<r: „O .5 3 . : i r }, 8 ::. 1Y131:1' C V.40 , :; t ::T:I �:: t:;::: .1. , : :1 MCMAHAN BAI :::ER FROEEER M INC. AG 1War-eh0USe Expansion -- FRAME (3 ` O I N T.' D I S P l_ A C E M E N T S TOAD 1 -- DISPLACEMENTS "lJ" AND ROTATIONS U(X) IJ(Y) R(7.) .000000 ' .000000 0 . 007008 000000 —000000 „ 1103165 -.000000 .000:100 .--.007 „.G 1c:ltac: :i „ c 1C1i_it:1t:>c,> 7,003269:. 4: 6c:,8B „ c:it �c:17c:11 .. c:10 171 „4:375o1: —.000328 :—.000054 :.437205 , c:�t:ic :14� ., tat 1c:i05 .435246 —.000765 - x.23 PAGE 1 PROC3RAM: SAF'9O /FILE : Ar3WHSE: „ SOL IYI e. :11A17IAl`I • I:<r•`II(I::.I FiG3,. Wai Expansion— FRAME 6 I r`I IYI I: I: I I:: IYI I: I'I T FORCES I ( I S : ELT LOAD- AXa:f11... I} :I :f:3'T :I. - I" ID (..(.3IYIZ :{ . FORCE I:: :iIx :I. SHEAR R I`1131YII::.NT 1..66 . „ (} :I.., 42 ., (}0 2:1.0,.0 . 1..4:'. . 297 . (:3 : :12 �( 2:1.0 ,. (} —.12 ..:'.4 0 20 . :1. :I. ,.'3(:3 300..:1. ... :I... 68 ...202' . 42 5 r... • ,.., 9 ., ".ii'. (39 80.' :I... 65 2040' f} :1.2 • 204 ;.1 :1.2 :I. -- ., 30 :3( )( )..:I.' .....(:35 ..126.(3 ( ) . :I.:1 :3 1 :3 :.'>f 1i a (} #i3 . (}. 1.80. :19 (i3 (} :I... 80 '00 400 r 2 • :I. • 3(}0 .. :I. . :I. , „94 ....3 5 :I. „ 40 ...., :I.4 ) ., f} .5',. �/ 1 ,....29 : I. ,i 33 :I.8:1 :.9 .1( }p . 255..2c? 192.0 . .0 0 :19R .. :I. ,. (:3 :3 .I, 1, (3:3 .05 Pf•I61:i: .I. I••' I •';(J(;JR(`M„,'.i(11.'90 /I'• .1.1...1::.1 fl(.'iWl"I::il::.;i„I::3I::• • 1.-7;3 PI...A1%11. AXIAL.. • i >1- 11:: :r -ifs II101Yl1:::1 "(' TORO PGEIF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4 c3c-rr.EiLyy\liat. VT`, BY E C , DATE JOB NO. PAGL'j,'S' OF (206) 621 -2400 FAX 621 -2412 AcowNStz3 (311F ENGINEERING DESIGN OF STRUCTURES P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT MM IA) Ake $4.w,5t, CLIENT Ret-trrc U t., .r Fr' WES /3-614nasE zl 1r .. • BY 0 , DATE JOB NO. PAGL 4 OF (206) 621 -2400 FAX 621 -2412 vs� 2 3 St cos 5 4-= 3 I5 3 s AcowNStz3 (311F ENGINEERING DESIGN OF STRUCTURES P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT MM IA) Ake $4.w,5t, CLIENT Ret-trrc U t., .r Fr' WES /3-614nasE zl 1r .. • BY 0 , DATE JOB NO. PAGL 4 OF (206) 621 -2400 FAX 621 -2412 vs� 2 3 St cos 5 4-= 3 I5 AC weir *hcit.tse• E >;pansion— FRAME 1 RFLI [ IVE 3 IF •SYSTEM. . tr =� F.,=1000../.4 FRAIMIF` .: NISI --:?: 1 .: SH=TS12X 12X 3/8 E=29000 2 F =10` I = 4t=)t:)i:> 7 M=1 LF'--1 8 : M=2 Alkt 8 IMI--1 4 8 9'. 11=2 3 9' Iv1=1. 6 9 .. id ,:M 2 /..4.: 10,1v1=1 8 10 11 , M 9 11,,M=1 .':. 10 11 12.11 2 11 b 12 ,. 11 -1 ,:NTS _ Y -t =) , s--:12 2 = Y i,) , 3 ` =5 , Y 4:X=91. Y =0. X =108. „: Y =c:i. 6 X=1:2;5'. y7o „ • :6 X= 7. Y =19. 9 =54,• '1 =19 X=81 "Y -19 11'. itrs3„ Y =:19. '1u. 1.�cb Y =19. LOHDB.'. 8..;1'l `1 R 1 ES RA i N1 a 1 h- .1',1,1,1,1,(.) 1. , -1 :.; AG :Wt rehouse Expan -- FRAME 2 RE'LITIVE STIFFNESS SYSTEM L =1 LOADS , 8„11 COMBO 1 , 8 =j F , / 4 RESTRAINTS 116 R= 1,1,1,1 7,121 FRAME NM 1 SM =TS1 X1 :X3/8 E =29000 2 A =10 1 =4c :000 7 11 =1 LP =1,0 M =1 4 8 9 M2 5 Z 9 .M =1 6 ,.'.9 10 M=2 7-4 1t) M =1 8 10 :11 M=2 9 5 ;11 I1=1 10 .`11: 12 N=2 11 '. 6 12 M =1. 1NTS ( =0, Y =0. S=12 �. X=27.0 Y=0. 3 X =54,, Y=0. 4 X =81. Y =0. 5 X =108. Y =0. 6 X =135. Y=0. 7 X =c:i;; Y =17 8 X =27. Y- =17.5 9...X =54. Y=17.5 10° X =81.. Y =17.5 11 X =108. Y =17.5 12 X =135 Y =17.5 `:AG .WarphOuse Expansion- FRAME 3 RELATIVE:, STIFFNESS. SYSTEM L =1 NTS =0. Y =0 S =12 - =2 5. . Y = 7.5 N=50. . ' .Y =t:> . 4 : X=65. 5',Y=0'. S: X =9.'2 5 Y =0. ,6:'X =119.x;:. Y=0._ `8:' X =2p . ` Y= 16.5 ?..:. X= 0. 11 :; X =92 5 'Y=16. ;.LOADS: . TAME , 1` SH =TS1'2X12X3/8 E=29000 f=10 : I =4000 1H= TS12X12X5/16' E =29t>t :>0 7 M=3 'LP =1 W/ 8..M=2 8 M=3 4 8 9 M=2 9 10..M=2 4 , 0:11:12 M = 11 - :6 12 .M=.L =`1 .. 1= =1r60„ /4'. F ESTR1 I NT a :. 16 R =1,1,1 1, 1., ,1 ri= c.>:,c,> 1.11,• 1.,0•> 6 :'COMBp G -1: NIrI�IAI BAI4 : :ER .FF;C]FRER„ INC. AG Ware hcausE Expansion Q I N - r F,CE=). FEL: I T I VE STIFFNESS S: F' L A C E M E N .S T_(7AD COMBINATION 1. DISPLACEMENTS "U AND ROTATIONS JCIIhIT. 1 PAGE . 1 PROGRAM : SAP9O /FILE : AGWHSE21 . SOL. U( U(Y). .000000 000000 _. (.1t,)f.l {.)t.)0 : ',;000000 0 . .000000 ` .e 0i:r0c :_r0 ,000 0 0 0 62, 899033 , 0854 71. 63 077441: - 0..8204 63 ..167909 ' 010797. .:16 63.167909 .c:)1(797 6 077441.: . ca.38^c:�q , 62.89.90 3 .085471 �(z) 399829: ` - .409617: -. 408257'. ..-.408257 —.409617 399829 023189` . —.909591 - : 009591 ..005613'. . 03189 F. 3 4 McMAMAN BAKER FROEREF; , INC . PAGE 1 PROGRAM SAF'9u /FILE +AGWHSE 22. SOL. AG War c9hcLtSG Expan, ion— :Wrfa .2 RELATIVE STIFFNESS O I N T • D I S P L A C E M E N.T S 7 COMB I MAT .l' ON 1 DISPLACEMENTS "U" . AND ROTATIONS JOINT U(X) 1 000000 0:)0000 3' „900000 0 4 ;:000000 5 ,000000 000000 0 ., 7 49 35.6548 U 534310 9 49 624518 10 .49,624518 11 . 49..5:"43 t0 12 49.356548 R(Z) - . 339566 .348643 .;47511 7.347511 .348643 - wti39566 .021206 • - „00521.9 . 008841 - .008841: • —. c:)05219 — .021206 U(Y) 00( :)000 :) . 000000 0 .000)C)C)C) 000000 ▪ 0C)C)0t )c:) c :)0c)000 . 072379 .032187 .009139 — .009139 . 032187 .072379 McMAHAN BAKER F ROERER , I NC . AG' War house E >t pan ai.on -- Ffif i'IE -.:u REL Ii EVE STI1=FNESS D : I S F' A C: E M. E N T S D I SF'I.-ACEMENTS 0 1 N T it AD COMB I NATION U1' JOINT U(X.). • 00 0000 • 000000 t:)c:)c)t:)c)c :) „000000 : . :,'000000 6 • 000000 •::41 .200848 I3 . 41.326021 9 41 . 348239 `:9 '0: 41.320786 1 41 `• :1'01. 12 f " 4 , 009359 U('Y) • 000000 C)C)0000 000000: , C)0c :)600 • 000000 C)c:,0000 • 068290 • 06018 . 057933. --. 058245 .037406 065972 R(.Z) • 293 176 -.308469 -. 317010 . - .316840 :16253 307 • 015038 - .003979 • • 006498 - : 006410. 00 -.005.711 -.020607 PAGE .1 PROGRAM : SAP9O /F I LE : AGWH$E23 .. SOL AND ROTAT I ONS R". c WET ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT h. Wpze H.p J � BY DATE CLIENT JOB NO. FACIE'S "S OF FP- 44mE. 1 td1 xr= to .o 1 /c03,o = a, p1'S`l c.R rvAE. Z, (Avg- 49.(o FRGrnt 3 U '= 1 4-k �2 K = A1,'4.-' . 0 , d 24.1 vJ ti. l�T£P L ,o5 ke '1- 4' TA 38wI 4 4-se) 9I (206) 621 -2400 FAX 621-2412 1.0:'L 3'S 661 ENGINEERING DESIGN OF STRUCTURES Ojr P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 JECT AM WEI= atilt. ICIENT BY 4:p DATE JOB NO. PAW,.3 4 OF S L lr ecta L 1/4/ 8 (206) 621 -2400 FAX 621 -2412 (411 'E -3 DENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT 4.6 Lo Qf2.£.k4oJ.S t- BY e DATE CLIENT JOB NO. PA4F.,5 S OF AO relic :i'..t ti Exl:at:tr7t: > :Lori• FRAME :I. II:•••;ii LATERAL • $Y i TIii:Ir1 • L3' 9 4 1 r n:r.I;i•1 7..,;1.`r'„ ;1 • I1;0..;O 1 :1..,:1 ,:1.`„O '.1 :X:L ?X::i /£:3 I : :i =:t::i000 J £:3 : !rl= �''... 1 I£ ?I »:' =t);'.1. • ii *;;: hl£ il.:.= i)„ :L , 5 '..:) 9••. 11' 1... 1Y1::,:' hl;>I : » :1() :I.:., :L () trim! .1. 1 Q :Al': 11 ts I +I�i1...' () i':I. ; ' •1rh'.e :'.••-•• ' OlvID i ,, : C; ::O ..:1. �Z "L o'Z,rSo0 r 'Z, y+l ENtA kco a Ara. • 100 " 'I:i::::ilti)I••1MOV ":Il I:.::11fiF,dVS P WVE)MId T .iil(•:)Vd • 69200077 . <ir':a t^ •I :o() ".... c >(3.0000 ... • L.0900() "'GTt)f)f) '600000 409000 :692000" , ... 6G 4' T 4)0) T G 900 . 000000" 16t',9O() .. 0000007.. •'I 6t./9Ot)' ... '000000 4G 29Q()' 00 opo ":ih•I(7:1:1.' ?.:I f: Ny "n6 ;..1.1••I:ialal:;i 0V"'IdWia SAN it 1.4 .:.I (:) V 'I: i:; 6 t) f) " 'I. I: '1: (51: �;)C�f)C)t)�:) " 9 000000 7 000000 ()t)f)S)00 ".' ." 000600 " I:. ( >()f'1 NO :I:.l. t'J hl :l: x O (:)::) . , ::I 6 :I: . c.X !.. ICI :I: (:) ..I::I.l.V "I ::)...ICI T .iiiLAI4 ?:I.:I ..:t.icaT<.st.il>c:Ix:;;I e1 riOl..p..it: >m DV "::)NT '' :;:I:iilU l(:)''.:I.::I ::1 :ii1 >1 V t•X NI';•'t I';:' I0 1AI . • .vlt:a'•IA1..14 k:iAKliiR I: :R(:i:I:;;li::l:: INC. I•'r'Gli:. :I. PI:iC3(;ifir:`il'•I ^ :i3(wf:•`• 0 /f: 'i l...lii. :: i••il•:aWI»I i31i;: ':L .. I::`.iF r�it:; l)J<:ti c „ Iyrit.ts:rr. , i:: :xp.iui :1c:rr5•'• FRAME :I. 1 , 1 "1•;:3 LATERAL .I:, 1... I r'l I'i: I•tl : •T' I ' f:3 R t:: I:i: :i3 • I :I...'T' L.,(: x7 r");•ta:ral. :. x)7.s'r :i. ••• • I: :'I. »x11.11::: ID'. COMB 1•• t.)k(..I:: 1::.1x.1.. 81 »II A1::: 110IYI1: :.1••I•T• 1. ,• .2. 54 • 1100 I. V. • • 2 .. 5;14 ':i I 8 1.89 • • :. 0 . .. :1.2 • .. 00 • . 228 O 11 11 ” .. :1. /.. _ "-Z {)) . C:3;;1 • 2 u t:1 1111 //.�� Q .. 0 6.: n 96 . 5'.:78'.. 8 i� • .48.1. • • 324 .. "r.:. .. 31 1 0. 5 ...'.'1t) • • 39.. 85 3.3 132 . 0 .0O 1111 . t• ':t�•' ,:)2 4 4..0 ..8..'.):i. , ...44 5.. 66 51., \ • (:Z) ) 2.. 1 �:. • . ;.. 72: • :1. t)3 0 .. O4 . . 0O • .R�. . . 11 a <54 n".. tr ',, (? •' • :I. .. 63 . 324 .. 0 • .... 0 t) 7 l)%: ;5Z1' ( F ., 49 .........................» . .. », — - 1111 : °) .2222: ��• t) " >2() .'S::i 1111. •2.x;37 4 1.1 • 1 L 1 4-.7 1111. 1� {. 11 "' t•1' 3b . 4- • ,)'�t :.,;t)f�3 - 2-°� •'� 1111. 6 :L ...7 "1 •. :I.;:)1. '24 . 0 ....'. 0:1. 1111 .. ).+ 2 42 ,/.•' / � :) 1. \) ....r O :I. .111.6 :11..11........ »» 06 ∎4 1....... •....:....•.1 ........:... .........•..................... •....... ••........... ............................... •• ∎••.•.. ....00P •••: •••11 11.... :L ' '...00. .. 0 11'11 <2 324..0. • ' «' • 1111 a 15 . .. 0" 65. ,'6 . ',:)i.16.'�.. ti),I. :1.62 .,.) • ,, 00 - :1.91 �)8 " 321 , . �(( . 11.11 1 ,..: 1 .. . 0 '•4.) �11 .I IC} � 1111 ,:) aIi ,. .1 Y :1.L • 1-3 1::'L..(11••Ilii. rX :I :(tL.. ;:)I'•II::.f11.1: MOMENT TORO I`Ic:l lf`iI °IAd 1 X:« 1I <l1 1°"RC)liiaRlii:k.., .:1:1'hl(:;... r1(i) wO.rekouse Iii:XP.: — FRAME 1 Il7.•;:3 LATERAL l t" I''I Iii: .E1 1 1 1 1 1 1 1 ' . I^ O f': (:; lii:. ;i3 "r : : . L0(,X) . • O' I:r•11... X):c 3•T . :I.•!••.'.•:'. 1'I.:.(lNI :I: X) C;(:)IYIX3 I 'C)r�C;L•i: ►:::NIX):1 ' :31°l►:::AI:: MOMENT I. 24.0 • :I. , 63 • 242 .. :1. , 0 . 22.8 0 0 044 00 22%304) •• .04 -- 90::I. 2 :1.2 .. 0 :1.92..0 . `.4 ;. 0 2 „ .. 0-,50. ()() 62.r)09`5 L3� . A (.31:i: 2 ( :)(31"; A Ill .; i3Al"' ?()! I:: I: 37%3 .. •79 • ,:IJ(:3..89 • A • .7 ;:�� ., 66 5174.. • • 1 :'I...A1•I1:i. • • AX:I:(• I... 631••11:: :ire. rl(:)PI u :rl ( TORO MET ENGINEERING DESIGN OF STRUCTURES P,O, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A (, 1�/1Q'�1.100,S,E CLIENT BY S A DATE JOB NO. PAGIL,4 o OF t.ce kA.S tz L ivr-I LA L Lorao 13.1" i otSK to t. 7 krei (681 KWh\ (206) 621 -2400 FAX 621 -2412 :I :I1'Tf:3 X::: :'21,.0 Y::::O. 3 X :::: 5G} 08 ., `t'. „ ::0 „ • • 6 X :1::5 ;:5 X : : ::0 • Y:::::L "l'.,5 f3 X: ::27 • '(g :I.?,, S :I: O )< :: : :ci%'I. '( : : :: :I.: 7 .. , "'j • •) : : =l :I. (78 .. Y, :: ::I.' ,. 5 . • :I.;i .)( YSS i., t.l IY1Bf? r, : : :::1. f1f:3 ware Ix:y <.sc:+ Ii::xp. :TLPt1i>:i.(7n f:'I:111 2 i1 ° «•':i3 I...F>i TIER ( >il... ;: YS7f:1i: :IYI 1...0 (lPS 8 „-1. ,, :I. L.: :S? :l, I° ^ .L ,:$ a 3 / �} • R lii: fi3'1•'RA I N T'•':• I^ I ti (4IY11ii 1\111m% 2 I %I I. «::: 3 1. ;:31 «I X1. i:Xti:i /`c.3 li :i: 2 9 <7()().. ( :: :I.O :1: = :: 0() O !'R(• P' •:: :C) r }.I.. "l'I ::r :i0 „' :I.„ 58 „ „O '1 l' s1f: : 58 „0 „' ':I. „''., 15.. „ :I. .1 I1:7:: :I. l...l':' :::::I. ,, (.) w ;'. f:3 IYIN 2 I`If:II. «::::t)„ .I.,,O „() 9 111:Aa. I»l I...::: 0 •, 0 it . , 0 :.� 9 :I.O IYI: : :: 1••I:i3I,,. : : ::0 , O „O „3 :r }. :I.0 I :: : : :I. 1 1 hl ,i.,•::::O „0 „('1 I:O 1.I. L: 1"(1: 2. O „ es) „.y .1..1.' 6 :12 IYI :: :J. L 4� c:11 A1-11:'11%1 l .(:jI I. I::1 , :I:1%10.. A(:i 14a. (•.. <.,>c:r Ii:::c pans :i :nn.... Fri() 1'1E. 2" h1....fi3 • 1...r1'T'I ":f't(11..: • (:) :I: N 'T. X) :I: fi It • 1.:.0 A X) • (. ",(:)IYI)':I:1:1%1AT:I:(7I :I. X): I:: iiPL..A(::IF::111:::l••1'T;ii "(J "•• • F,IIX) I°O'r, 'r, :I:ONE; ,YC):I:INIT 00<) • U(Y) 1:.“"1 --• '.. 000000 • .. 000000 :.. 000000 .. 000000 . ..... 004637. 3 . . 0000(0 a 000000 ...... 004622 r.} ':.,.000 ()O() ..000000 ..004 '. '..: ..•000000' . 000000 •• r, 004637 ) • '..•0 0() 000 ,.; 0 0000 0 .. 004;"x:1. 6` f '..65644. . .• 000` 63' 2 2 •..00()r <3.. (S.. .; 6;3(if(i3Oci • -0., .. O00(1R'(i3 .....000069 • 9 , .;. 66O .. 000:1.22 ..: •. 000 :1.:1. (i) • :1.0 .. 660006 .. »...,.000:1.22 •;. 0 :1. 1..1. . .. fl 5(7(306 .. 000428 . 000069 • :1.2 ... c'r 5 ;;y4 4 R:; ....000963 .. ..000282 ft L.. r 1 (:: Iii: 11 Iii: I' I 'T' :ii I:.'A(3I:: J. I;:'I x(:)(311: All ;t :: AFI'9()/I ":I:I...lii::: A (3WI••I;iil::: ? .. •`::i( : )1..: • ''Ic:aYlr•`11..1AId X:fAl {I : ::f:: I:I:,f.)I : : :Cil : ::fi'„ A(, r•coI ?( :) <.: > :i.i:rn—. I::'f4A1iI :: 2. ICI ': :3 I...r 'T'I.:Iu"tI I:E (`, 17I I :: I :: L.. f:: i i :i, I\I 'Y' I: C) fi (:, I :c: £3 I : ::I..'Y' L.:f.)fiX) A X. I:r•"•iI... .1) :I: :I. ' I::'I...( .1.L) (.:(.)IYIX :c • I° (.)I•:(.:I : :. :I: ::1I••11::.r1 • PI01YII::.1\I'T :I. ..:{. „i)f II . :3 r•1(:,i : :: • 2 C.) (. 1.:r11 s ?: Al : :'9O /I:: a:l:..h. A (i)WI It 31 : :: 2 „1::".31::: :I. •;;i I... A1\11::: (1X :I :r11... S1..11::AI•Z IYI(.)Irli:1 :1\1 T "I (.)I•iG2 ••F ,5 .. '., ..:I. „x:'.6 ....1. C:37 : :'4 „i) :I:;i,.0i) ...'()8„ .ii) :I. "',cir „:I: „(.)i) ;aO6 „ 2.?3 ;:i;.4 „0 • :I.;.'i, •:'9. .... £i3ca &3, :I: 8 () :I:• II 0 is „ n 21.0 0 :, 9 „` E3 „i> 6 :I.(:) r�.. • :I: :L•„ Oi). „i) :I. •I. „00 :I. i). i) „ :I.:I. ....23 2 ()' :I. , „9 9 ( :3 y :L -1.44 3 • 0 . ? :I.0 .. 0 „`:I.? 5 ` ti „00 479 00 .,i 00: I''I .....MAI"IAhl •Br I {Iiia:i •I :: I:i (:;l: ::I: ?Ii:lR „ (1('r; Wariohol.ts;>r:: Expansion— FRAME I'•Ilii. NI—;i3 LATERAL Iii. I... Iii. IYI I : . I l ..(. I:: ( :l R (:: Iii. :; AXIAL ;:) :I ::i3•T' FORCE END :I: 2., 2 2:10 .. 0 • 0 —.24 .00 210.0 —.24 —50.42 lit r1 IYI :I:1> COMB. 2: 6 •: ,. .I. .. 0 324.0 rr} A-2 PLANE : SHEAR R IYI( :IIYIIii :N ..00 444 39 444.. ;' J7 Q —292 1. V-1,3 • , .. 5() .• 42 4, _ (6,. 0:I. 00 309.76 "10.19 —5S2.96 40, :I, "1.01 4? :I. :I• „()l' 2 ray 21.0 •. 0 '2'().,:3:1. 0 • 2:1.0 .. 0 3r• ( .0 210.0 •,• „0 • 2:1.0 ,. 0 '. '2. F:3 .01 .00 „01 2.06 ...I. a 26 .• O • :I.0 . :I.2 .• ...:580 ..:9() 48,4 :L 61..,9” ..00 ?.':'!•Y .3 S .. 29 r :5 : :, u 0 t) ..0 • 4.....,. 2 :1.0..0 2..2'5 472 .. 74 ".4..t'3/} ... 0 '•.. ..00. 21.0„0 •: ,. 06 .. -1, 3 .. ;:}'..'? :I. • .. 0() . a e:, •• :,,:,,t) 99 t 1 . 324 ., t) -;.1 .. 5 2.5O.,. 99 7/ ..'29 ..'0. 13.36 —669..25 .SSA: 1 . 160.4, • . 00 402... (i3fi3 . • ; : i 2 4 . . 0 —13.62 - 7 7 1 1 . . 3 1 sqr j .01 .,o:I. • ,. 00 479 .:;i "l' . 00 : 472,. li} .. 00 • OA . LA- Lk-- PAGE 1. I•''I'•:(J(aR(11YI ., •':3fitl°'90/I" 1.1..•E:• N (`•,t:;Wl•'I;:il::.22 .. I" ,:)I- . :I.(i37..24 ::.\ • 1-3 PLANE AXIAL • SHEAR MOMENT •'('(:ll: @ MENF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT4 6 1,4 CLIENT 461.0t4S E. 2_1 1611; Qt (0, s I I /"c. I./ BY DATE JOB NO. . PAOLA S OF CoCLITY■K) t U. 1.92.- S - Ts t. Astit.) on' F- LL niNtIt.11. 1. I ',cot; oixtP1- (14.4E-w7A Cr/ 61.1) twenAtle:n- 6, e 0 M (Vi t• 44 ■) (tie-4 ■Aitik,) (206) 621-2400 FAX 621-2412 1 •4 0“ ()'s ( <, O 6.. '1 £ l +l 1: 1. •I• 1. 1. /1 ::::4.1 i oawoo •I :::::I 3 r. ra 2:=14 Z :. 'I. T O 'I• •'j: t•.. IAI '1:3 IAI • 4 :� O r {) �, • 's �'?::a 'I£ l +I . »::I ' `. : 4 (� 'i 'I :: «:, ;:.: »:IAI . �. . , • o()() itY: :»•::1' 9'1•, ,, ,NX {':'1•>( 1•£:;•1.=:»1"I£:Y 000t/: .1• 0Tt::1V. 00062:' A £:3 /£:'ra;:''I:Y4:'I:£i31; :*MS, 'I: w:�:i j: : ::I �) r : Vii. • 'i 'I: 'i •1.1...1: = =':I . I; 'i �� 1 £:3.1 N:I:':J`:I:1.43a :I • . ci3a'oC)•1 IAI3.1. 6A 3. • :'°IV :l l.1.'' "'I Si3••••I'I ::: :i'•IIAI') :I. : :I •.••uc :y•I:<•auv?c:l art npge..ic•'I'1 ;a'J 4 Ii c::Ii(I••ItI'I pn 1(1::I I R(:)I:::RER , :I: N( 1::. A( r::: :I. PI (:,I t"I''I ^',(IP`• O,'I :I:L•.Ii:.., ('i(74J1°I:i3I:i.:.:5;.i .. OL... .0( .4'J< r.6hi:ip..<<.:>c:•; Iii: )a°ln a.c: h.- I °'RI" 1I:i: . N78 LATERAL tlI (D :I: '.1%1 ..I. t1 (:: Iii. 11, I:. ■I •'t' I...(70:) '(w( :)I *IXi {:I :NI(1•T:C(JI'I X): 1 :;:3r"'L.:('C1 :::111::a• • 7. t.1" Al■ID I :; c) T ( T :I:(:)I�I::i .a. `.iH I)(X)•• t.J(o . I::(;Z) I . ...060060 000000 - ,. 0O6362 .4.. 000900 ..r 000000... •- ...00669,1' ;:.• ;. 00000(} ,. 000000 . ... ,. 00!:,(3 r} ... ... 000000 ,. OOOt)Oc.) ... ; ;,,p 000 . ,.000000 00686; c > : . „00000..: .,.000000 •;Obe l'. ,.8 .4O5B 00:I 482 00 032 > 8.. ,; 89 .. 000 T., 5 ,. 000086 9 r. 1:3912 a7 ,; 00:L r' 07 T ' ,. 090.141 I.O ,, 3,9 6y66:1. „00 1.264 000139 . .1. - :I. E:394(>!•> . r 0007 2 5 ., 0(():I.'. is •I.:'. ,, 889993 ' .•...00:1. „00044 Ii t:IrI(til•'I(':NI I•:4riK1:::R I R(:31ii:ftl:i:f {„ ((, Wairlhc:)U <.:, I- :x p.. ii'>:i..crf' FRAME tip I'I 3 LATERAL T'I:;:RF1L R A I *I I::. !:: L.. 1::. Ii I::.. i i T. F•0 :. t.. I'.. S • ELT, L..C3(I) . (X:I'.(L.. I):I: 'T' :L . PLANE. NII::.. • :FpRpE, EN DI 31"11:::(Ifs: J''If:)I,`Ili::hl uO 24 „0 09 ,,0 • ••192 „0.. „0 :1.92;0 ...:I. 301.1";:4' ../.SST ( > „�:�. .. 0) (1)a07 -7239 :1. 1 4 5 ,, 203.:1.8 e:. (0, 00 4.03 . 73 . •'.: 6 „O „09 „0O 192.0 —.09 17;,68 403 „30 44 .. 3.4 i4) —714.71 • 50,1 „ 0 • 8,, :1.2 —4:77 ,,.'50 3 9,e . 1.94., #ii „ OO ` :L , C:3;:y 0 "7'3 4 • :I. O Z ...3 „ 7O PROGRAM g SAP90iF :I :L..Iii: ^ r1l' Wl••I il;:.'.:'.;"r .. F ;:il° 1-3 PLANE AXIAL SHEAR ti . • MOMENT TOR[:? I'Ic::I''Ir)tI••l(il.l Br•`iltlii:I:: I::'RC)lii:l INC. A(:) Wai-•eI• c:y6s;>ca Expansion- FRAME 3 151••°.13 LATERAL f� A M Iii: • I.:: I... E. ICI I:: l I "f ' I°' f.) ft C: I'r.: ;ii Z' liia...'r. LOAD AXIAL I}:I:f:'s'r ' 1-2 PLANE :I. .3 I::'L...(5I'Ifi: A)4:I:AL.. ID (::(:)IYIxi• FORCE END' . ?I•'II'"(11R' . • 'MOMENT. SSSH••II:;'('l:; MOMENT TORO • :1 • :1 ..0::5 0 2.73. . 00 204.0 ' a"... 7 i ;:y5 5 . 98 .16• .. 0 4 }:I. .. 00 204.0 .01 :1.74 • 2 ..66 ..0 . i 4)<, .'e, ` (i3 44, 5 304) ..:I .. 09 ;:i r'4) .. 42 30.9 0:1 ..0 220.8 300..:1 1 -1.19 • .0 3.17 .00 198.0 3 .:I. "1' 6:2701:1 .0 : -7.1 :I.98..O ,-..15 ..:I.' -29"40 40 :I. .. 4 3 ,.0 ••••:I.,.3 5 256.68 2_1 ! 300.1 -1.85 -298.95 'LH, 0 X3..::5'7 107 y',..O 143"3 .00 217.76 300..1 -5 „94 - 231.8 :I. • 3.25 R ..0 •• :192..0 • .. ........................ ......................... ......................................................................... ............................... :I. -.93 ,5 ..0. ...5 .. 4)9 4'!e4 ,.:°�5:) .. i 186.0 -5.09 '-472..15, 04 94.9 .00 ...41 .. 29 1(136uo 3..80 .....214.45 11, • 1.............: ._7.---":...-----__ _-- _-___- _ _- ____ ..... .................. ,. :1.92..0 .0 192.0 :1. :1. 74 0 ."Z. .00 -139.81 1.70 -78.00 ro.5 4 .. O3' 4..03 .02 ..02 4..03 4..0:3 ,00 2089 .1.4.ApE .I. I::'I:iC1( RAM:i ii3AI:: 90.%f":1:I...lii: N r1(nWl°I:i31ii:2::5 .. I::'::51:: .00 ..00 Fla Dl MBF, INC. 111111--) ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 46 vj I g2 14ousE, BY e . DATE CLIENT JOB NO. PAGE,S OF 2 vi ?sr-- snow 2 5 p I fL J bt s∎ St 25' 9'Ay l� S t5 V c. t1 1 r`f (05 (206) 621 -2400 FAX 621 -2412 Lo ► 3t_3 c31 C ( 0 L\A 8 use 'S o(%t seat s s S at,V vJ cz (.4 -Ls 135 BIF PROJECT A , u -fZ1 BY E DATE CLIENT C r{ A JOB NO. PAGIL5 I OF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 z� cµMuc_ FOCI , Q (206) 621 -2400 FAX 621 -2412 mti3IF EN GINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A t, tA.. azE-1A,Ous BY DATE CLIENT JOB NO. . PAG . S Z OF %...t) 6 'Z_ N g R Qrn t_ 61 A.L'(SI , hlv LsArio • • Al tN L0 44 I � t alrie 1$ r 13,5 •_ ,Qty - 5,4-'I p,vS 015 scLc -2. es (206) 621 -2400 FAX 621 -2412 Nallf l•-I(li'l, BAKER FROER: F , AG G I4.,r'f ot..ijse •C xp8nl:ai.on- BLDG 2 W:CNL) LOADJ: lit r4; r I.:Iw • F nr= ;c.;E. -w lwl._ "r L.0(L) A X I A L . D t S • 1.- 2 PLANE . 1 "-• .- PLANE (X 11;L. •:. • • ED: . OML{ • FORCE" 1::I- END SHEAR • SHEAR • NUIVIF ii . 'Tosc • ICI ,E N •J - ,: N ourr nn :ti . :3.25 715.16 i I :;'i:i . 220 Y.i:y: . I. .. _ E:3 99 19 0 7 :1':5 . 220.0 ' - :1Y :.1. ' ,,. ...4i. Bw1 7'630 r :/ . 2.0 5 .- 3E.3l: Y 95 • 1Y 22 1 - u •..:. C '5.2:3 2.51,\94 2� 'Zed 7 -5 1. -214 i 42 (1 ,9 Y 0 2 r�.. X . 4 \ Y X f,y 187 u.2 -5 .0 1. fir'. 187:. X4,.7 4 • • 8 8 8 0 , 9 • ;.t -1 f.1. ? 21 4 „.42 ,il Sc iTIA — r - (9 1 C itet IQ`� Z� TRH Ate., W , 0114 PAGE 1 P R 0 G R(-`il'i , 9A F'9t •./ FILE ;.; A Gwl-'I8E:Lt:y : f= .;1" • o :4 iir4t:,MHi,41•,? , a 11 t... 14 t1)ii.:i'...li'•ri' 4: ;4::4F'1 n Ea's 7..Cir'; :I;.. 2 r iCL •. :. r• 4:'.7O i7,., �. h.) L .. r I:: 1%1 .L. .,' r ! %! .` y j „ , ,p. 5 u .t T' • T%' . r. r'• r i� L... t..li`.f:) ,..a':yiiA',' :!: SCI r�i•� .:,I .. �: `,•:a� ='i.._ - •�'..'��:. I�.�.I :4..1.. �I • ,:.:,i':L_i f�'.. 'i r�, "4' :E ...) }�S.:i 4::;' • i l', . X ' 'i i.•!;Y , ..r Z c..../....r...., 5 4..' - ;) c') i') ri _i. � <2, +. i,:.1.':1' w.? ..•(> ) ij0 C.1 0 • „ • C)fr' :j.:(: :i • '' i..) ?C!F.: Pi 4"I r /L ,.5: ,... t:. 1'1 4:::..1. « ,CS r..)!.... ZQAFT 4/4 18.3 k 7- VCS:, . ••i' I L:;I : (`,!,° ., SA F.' l;:' 1 :I: i.... r : F't C�i ir,l l..I µ:> . DING • ...r. • . r �rJ.:,1 ..:�1'ICJi..I£.if•. i:.i:l:i 7i t.a:_C7i "!' i.?�..I.flt7 Idll:r:l L...; :.1(�::.) .I!1t.:F I::I�`�l.f t::lt °t s' °I. 1 i= Iftha :r'1AI.:ER 1=F,::iE::: Ri:c:E INC„ 11 E o ....1:nO3 0i. 4 � 5, ... _ 38 4 • r ' "fug.) i "1 /' i. .w,V u.J ...a'.I n i;��.} X0 :1. n 52 — .. I: (9 Q .V . '. ' )') .) • . 4 .„ 7221. „ 63 I B, L. ELEMEN ::)x:I:t'll:. .1:)1St f "'i.t;h•E . _ !-'i_..Aiti4:_ Ax :(L T, (.:IF CE,E • END'''. S AR . h'Is:ii' N • aH :AR 5 TOW) � ) 1''1::J 1 I t::a� • :1: a 21 ' I .. 7.5 •1 7 5 . • MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT . A 6 u ARc t1oS - BYQ a DATE CLIENT JOB NO. PAGIL, b G OF ZL.O Z - E. - t� LBi-vUZSL O\ k4 ` CA, tt e., R, iz OR Tb R W S ^R'4" c I a a l8 V, K = 3 o 6.\%s ncriir_,ks Lc. 2S zs 7.5* • S S K 0 - L . 33 • to 5 -s. 'Z�-1 3 9 CCU r St, S‘ � = 32, s 24, 3" 0 a n1ti •oS'r 2SA - 12,1' 4 ,14\4( \ , 01-1 4lS f it C.o S < 2S .' : 44.11)‘' 1L t1044ca� 622,4- (206) 621 -2400 FAX 621 -2412 6s• FR13.Mt. C cowrnw t -18.3' . McMAkAN. :Br -A1(ER . FROE RER . INC., PAGE • 1 F 'F OGRAM o SAF'9c:) /F `t LE AGWI- SE:16 . SOL . AG Wareihiou sc E. pansioh".. BLDG 2 EAST: PORTION COIYIF "LETETJ 51 I N T D I S P L A C E M E N T S AD . COMBINATION 1. DISPLACEMENTS "IP AND ROTATIONS "R" JOINT`. LJ(X) U(Y) R(Z) 1 ..000c :)c00 .000000 - .171360 COwthu 1r: a%6wr tS,.1,p' . oc:)ooc :,o . w00c: 0 . 167976 .000000 . 000000 -- . 160594 .000000 c: 0000 .000000 .155144 .000000 Ica .0c :0000 . 150210. 6 .000000 .000000 -.146082 .000000 0c.00c :ic:00 : 00c:f000 . 142659 .: 0000 : >; .000000 -.139993 9. .000000 0c :000c :00 - .137828 10 : .000000 ` .00 0000 0c:0c:) .137207 11 .000000 .000000 .1 X 3089 12 22.327978 .035819 -.012042 13 21.318683 -.015282 .002585 14 20.495460 .002972 .0c :>4•A28 15 19.773906 -.001628 00,3755. 16 . 19.150847 -- . c.)00465 .00,_,7`.,2 17. 18.62 3089 .000556 --. 003605 18 18.188028 -.000579 -.003542 19 17.84 3479.: .000315 - .003400" 20 .. 17 . 587 800: ' `.. - . 003150 . 003678 78 21 17.419399 .010644 . 002206 22 17.332387. . 028091 " . -.009257 McMAHAN BAKER FROERER 1 INC. AG Wart house Expansion -- BLDB EAST JOINT U(Y) . 000000 c)0000c :) 400000r.) , 000000 ) .000000 )0 :.000000 ,000000:. . ▪ c:)c:)c:)c:)C)c:) ,.., .047028 .o196o9 „ 004263 x•.001787 7.000334- -.000490'. • C)00586 . 460067m .'004410 ..015511, 7'.040217' 0 ]: hl T 17 •1 JAS COME{ I NAT ION ..1 - DISPLACEMENTS U(X). :OOc)cD O 00000i-)' c :)c :)c )c )C)c) „ oc :)c)C)c :)c :) `c:ic:)ac:)c:)c:i c :)ocic :)C)c:) .000000 .'60 0 00 0 00 :)c :,000 c :)t )c :)oc'c:) _3..81E3118 . 32..807741 :31, .975392 M .'242125 16 • Q , 606005 17 30`. 0649 77 18 29.617381 19 29.2618c :)8 'G> 28..997217 '21 2B4822500 . 22 28,,731650 A C E M E N T S - .22115 7..214510', ▪ 20982'4 ;305499 .201880. . 198863 . 196520 - .19454.4 . 194252 . 18933 • . • c 1 -5 - i H4.004941 ..r -.004225 c :)042 2 5 . , • 004084. 004452. 01141.' PORTION COMPLETED "U AND ROTATION PAGE 1 FROG AI "I: sAp9►:) /PI LE i AGWHSE16. SQL ti5 E. AG War - thc]t- se. Expansion- .BLDG 2 SYSTEM 'TNTS =0 Y =o .S_.12 w'27.0 Y =0. 3 X -..52„ Y =0. 4 X=77 .„ Y =0 5 X=102 .. Y-0 6. X =1.27. Y =0 7..X= 1:52 .. Y =0 B X =1.77. Y =0. 9".:X =20 Y =u ".10;'X227'. Y =0 11 :'X : +54:. Y =t) 12 ": X =0... Y =18.: 13.. X =27 Y =18. ° "14 X=52. Y=18.3 15 X =77 Y -18. 16 X =102. Y 18.3 " 17. X=1 27 .. Y=18.3 18 X=1.52., ".Y- =18.3 19 X=177 . Y=1.8.3 20 X=20.2 Y=18.3 21..X= 227. Y=18.3 22 X='254 . Y =18 LOAD `iTRF1TNTS 1..1., 1 R =141 :. 12,22 „'1 R=0,0 1,1 , INM =2 I ' T 7.12X.1'.:. ?X 3/8 . .0 - 1't.) • 1=4000 • .1 :1: 1:'; M ,LP=1 M=2 3-2 M =l 1:..: > 4 .13 :1.A I'1 =2 '5 1q M=1 6 ' 14 15 M =2 7 : 4 1 11 =1 '8'15 16 M=2 9 5-16' • 11 1 10• 16 17 M =2 1`1 . 'Ea 17 M =1 12 17. 18 M=2 13 7 4B M ==1.• 1F "_18. 19 M =. 16 .1:9 20.M 2 • q 20 M =1 20.. 2 1 M=2 1.0. 21 21 • 22 M=2 COM1(O • EAST FORT I:0IN.COMPL.ETED Vs9 E =29c :)OO .HG`. Warehouse Expansion- BLDO. 'EAST PORTION COMPLETED L: -1 ay.() . Y=0 8=1 X =27.0 Y =0 X =5 Y =0 4 .X =77 . Y=0 . 5 X =102'„ Y =0 h X=127 Y=0 7 .X =152 Y.= 0 „ 8: X -177 .. Y: 9 X=202 Y =( 1.r.) : X=227 Y ,! =0:0„ 11'. :,X =54.` ::Y =1:0. .' X=0. Y=15.6 13 X =27 . Y =15'. 6 :14 X=52 Y=15 : 6 15 X =77 :. Y=15:6 16 ' X =10 w Y =15. 6 17 X= 127, .Y ='1.5 6 . . 1 . Y =15: 6 '19::X =177. Y =15.6 20 X =202. Y=15.6 21 X =227. Y =15.6' 22 X =254. " .Y. =15 „6. i _OAD S 2' 1_ =1 F =.to00. '3TRA i NTS 2 '2 2 1 R = 1 . 1 1.. 1 p 00 FRAME N11 =2 S 71- T81.2X12X3/E3. E =290(0 .. A=10 :1 =4000 1 . 12 .11=1, 1.-r=1 p 2 1.2 '13 1 'M =2 3 2 M =1. + 4 13, 14 11 =2. 5 3 14 11=1 6 '14 .15 11=2 7 4 15 M =1.. 8 15 16. 11=2 9 : 6 16 . M =1 10 16 ..17 11=2 11 6 17 M=1 12 17 18 M =2 13 ; . 7 18 11 =1 14 `18:1911=2: 15 8 19 11 =1 16..19 29 11 =2 9 :20: '11 =1 20 21.,M=2 10 21. 11=1 wc) 21 22:M =2? '21' 11 ': 22 1 =1 OM1`-1O • MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT CLIENT JOB NO. PAGt..- ( OF Gt_o6 2. ' -■hJ L QrrSe.AL . �r�RCti t)\sTR\ 1-cti z K V Z YY1 K d K yd �■ Kdl ro SSA 'LAI4- . 1354 ;3oy3 39‘ 12,Z 'S1.2k 33.3 4o. iBSt Su ago 2,5,4 z • 4 r2 ... ‘L BY \ 0 , DATE 35, to (206) 621 -2400 FAX 621 -2412 PRra.mes oeC H.£0— 'L1 i 2etT ;:v4 lJ 2t ►J E.6Lt,(.14 ;oil ¶d(4 E c .405E. e mu Lta.s.s STIFF_(. - 14.40 . r-ZAti£s t/. 't o SWOtiJ T1415 1S COP SEQVA.INUt SF ).LL "TOROOE WAS Re,SisT~ = By =-". imm No.), oTIAtet- Q •2£_erior, - 714E,. �oR�E, Li LO t3 . �� :. 1`11 -5 1-4.51A = 3,■ K. how Ut11 F-C \ to ER p D 2 1 k 31.S ^ 4,08 \/P-1-, ('13,13 E 3 'k l in o2'S w 3;,5 z 0. S 1 �� C c'7,'1 >= -3 Kj`I+1 C.ouM+.3 \AV: \t:M PROJECT 4.6,. Wuast CLIENT Ramtr. A3.34tiYStg AGtZ St. tg FRiovt MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY S. , DATE (L`'1 /" JOB NO.- PAGEL t -OF (206) 621 -2400 FAX 621 -2412 0 AG Were houso Ex pan s:.i on - . BLDG 2 . EAST PORTION COMPLETED SYSTEM L=3 : 1tiI f S t moo Y=o S=12' 2 X=25 . 0. Y=0 , 3 X =50 , Y=c') 4 X =75. Y=0;. 4 :X=125; • Y-•-() 7. X=150 . Y=O 8. .X=175. y=0. 1t :i:X=225. Y =c:f.. 1 .: , X=254 . ; Y =0 •�, X - -c:�. Y=15.6 X =25 Y= 15.6: : 6 X =75. Y =15; 6 X- 10c:0,; Y =15.6' 17 .X•=125. Y=15 •. 6 1E 1 Y -15.6 19 X =175, Y =15.6 :20 . X=200 '1=15.6 2i 'X =^25'. .Y =15.6 .. X =254 Y =15.6 Loops .; 1 L =1. F =51.2 1 i; ;�Tl ° iFi TS 1 =1 1i,1,1 :,t; F=F'tFlivE • • •.1 SE,A= ' S,1 ^X12X ,/.. "."?...';k3=0,•„ .»..6 I 7E-• 1 .1 .1,2 M=1 L.F .=1, 0 '.12 1:.. M' -2 NSL =0 2 .13'.'11=1' • , _x...14 I"I =•1 . -. 14 15 M =2 I , 4.5A1=1 '. 3 :1 1•6'•.i M=2 9 :5; 16 :..M =1 /6 17 M =2 •NSL =C), 1 M =i 11-2 NS1,•=0 i • :18'. 19, M =2. NSL=c 1 8 M=1: 19.'2() M= NSL: =.f 9 . is 0 :: �' M. =2 ,NSL =n M =i 21. 22 M=2 •NSL =n, 1. .11.' 22 M =1 1i lo Ll -- PAGE 1 PROGRAM : E AF9O /1= I LE : ACWHSf 1 ,. SOL • Ate' WcirPhous0. E >;p nsion- F'cLDO. 2 EAST FORT: pki COMPLETED f I •N T. r1 I.S F' L A C.E Ih 1= N T S Mic:NAHAI \I NA }`:EFt EROERER p ]: NC LOAD ' COMB NATION . DISPLACEMENTS 3OINT. 1 4... 9 10 11 .1a i^ 14 15 16 17 18 19 .. II: 2� 1 N S7R \F'S , 0 05 (15,641(1) gc;1 - " U(X) U(Y) R(Z) 000000 . .000000 0 . -.007461 Crc:r0CrCrO .000000 - . c: 07675 .000000 00 . C>00c:rt_' 0 -.007661 .000000 .000000 rt:rt:►0t: 0 - -. C1C.r769t:► 000000 000u:)C)C) . -.007700 .000000 .000 000 00 - . oc :r770 ; 0c:>c:►0c`.0C> .000000 -.007701 .000000 ►t:►t: 0 . ►(:rC►Crc:rt:1 -.007691 .000000 .00000 -.007664 . c:rc:rC:rc:►cr . 000000 -.007673 ▪ 000000 .000000 -.007426 . 969569 .001712 • . 000484 . 974109 .000747 -.000119 ▪ 977680 .000176 -.000206 .980216' . C,.►c:rc:►c:r:. 6 .000187 .981749 .000009 -.000191 .982282 -.000000 -.000190 . 981820 ,; c:►c:rc:0C_)c:r8 - -.000191 .980358 .000032 -.000187 .977894 .000156 .000204 .974397 .000468 . 000128 . .969209 -.001450 -.000551 /1 UII AND ROTAT I ONS II R II PAGE. 1. PROGRAM : SAP90 /FILE : AGWI-"ISE 15 . r - N .AG W tr housE Expar)siori -• BLDG 2 EAST PORTION COMPLETED Mc:MAF•IAN' I.3AL(ER FROERER, INC. R A M E . " E L E M E N T F O R C E S ELT LOAD II) COMB 1 :1 4.54 AXIAL I)IST FORCE ENDI . ) 4.79 .00 187.2 4.79 821-50 -8.96 . 0 ;6 .0c :> 187.2 . "6 -67.72 -- 8.7c:1 187.2 4.39. . C) .0 8,96 122.6 .00 700.0 - 12.97 .0 122.6 3010.0 • -1.98' . 0 . 187.2 -24.1;8 .0 1.87.'2 -22.50 w .0 187. 3.45 ,C) 300.0 .29 , L) 156.1 00.0 - ...26 156.1 :0c) , 0. .47 •.o 187.2 1-2 PLANE SHEAR MOMENT -A.54 -4.54 8..c:1, - 12,c :)i. 4. 75. 4.75• , c:)7 .00 1)7 13.85 .(17 .f:)f:) t »),' 12..83 -2.56 -2.56 821,50 -579.75 -67.32 481.79 -668.85 -62.35 ' 5,2 446.20 - 619.44. C)(-) 889.58' 350,23 - 417. Z4.4 -655.00 -10.52 10, .„00 4.69 4.69. 1-3 PLANE AXIAL SHEAR MOMENT TORO .oc: 877.79 .Q.' .02 .00 187. .02 •'.7.1..4' 719'.8.1 6,5 4S. o - 606.6 • 21'8.47' - 482," 401- Mc MAHAN BAKER FROERER ;, INC„, R A M E E L E M E N T F O R C E S ELT LOAD , I D COMB 10 t :) . 300.0 .0 148.7 . 2ry .1 0 .0 148.7 700.0 .0 187.2 -22.05 720.'42 .0. 181..2 . 02 • . 0 187.2 90 . 0 .. 3(,0.C) Hh �). 7 3,02' 02 16.87 . t :)i:) --11.06 10.'07 . 00 -10. i 4.72 4.72 t -) 2 . 9 . 100.0 ;31. 100.99 t:)O `. C)t:).c :) . .r.:9 ▪ t :) 10.18 • 150.4 ' „00 3C)0.0 710:1: H00 00 .7.00 • 4. 4.72 . 0 7.01 187.2 r .0 -•.01. 187 .' .01. 72.95 .0 '10;96 4.1, PAGE PROGRAM:SAP90/FILE:AGWHSE15.F3F AG. Warehouse Expansion- BLDG 2 EAST PORTION COMPLETED AXIAL DIST 1 -2 PLANE FORCE END', SHEAR' MOMENT 'SHEAR MOMENT TORO c:) -.02 00 187.2 -.02 460.69 - 446.18 -525.04 .:83.06 -551%71 -486.26 262.1 Ai. L� -512.81. .00 881.44'. . 0 -.001 . . .. 00 '187.2 173 PLANE AXIAL 40,5 1 1 43,7.26 -440.85 -- 554.34- 272;22. - 545.97 -51:3.39 ' 12. 252.12 - 505.64 1.42. (' .00 '984.06 . 00 -1, 79 .00 - 1.66,'. 443.21 3 6:9 -442.3? 34049 547.77 V V. 4 , 5(0.1 •MC MAI-IAN BAI. :FR FROERER , " INC. AG Warehouse Expansion- BLDG 2 EAST PORTION COMPLETED R A M E E L E M E N T F O R C E S ELT . LOAD 'AXIAL DI sT . .1-2 PLANE 1 - -3 PLANE AXIAL ID COMB FORCE ENDI SHEAR MOMENT SMEAR . MOMENT TORO 150 . Ct . 00 274.35 300.0. -10.97 : -548.28 N 00 -.45 t - � 187.2 -21.86 .0 10115 -507.70 150.0 00 254.09 300.0 -10.16 -507.78 .0 4.73 .0c) 187.2 4.73 884. 74 -21.95 -.01 X 00 187.2 -.01 -2.0C) 0 '-' . ( :11 .00 187.2 -_.01. -1.85 .0 149.4 -, 2u.. N . „9 4. 300.0.. -2.95 -2.95 10.99 . „00 -10.94 ..0 ' 1 0.1.'7 . ..,15(:0. :3 00 ' 0 N ( - N 14 4.72. 4.72 442.35 342 .9 -443.12 3'6.5 .C>. -.01 .00 187.2 -.01 ... -1.87 :. - 20.20 .. •I:n M .0 . -.01 • .(DC). 187.2 .01. -1.73 -1.41 700.0 . 2.93 10.9'2 y60 PAGE 3 PROGRAM ; SAP90 /F :I: L..E r ABWMSE15 : F:3F -550.28 275.13 -544.21 -509.6:3 Lit .5 . 254.81 5004,01 :yt A 0 0' 884 Y 14" : :.. 441.01 -- 4.7.76 3 to,'3 -- 546 „ 08 . 269..37, -- 505.74 y-Z� 249 47 •518 'Li 11- McMAHAN BAKER FROERER „ INC. L =g PAGE 4 PROGRAM : SAP9t :)/ F I LE a AGWHSG.15 . Far- AG Warehouse Expansion- BLDG; 2 EAST PORTION COMPLETED A M E E LE M E N T F O R C E S ELT LOAD I D COMB --•^. AXIAL DIST 1. -2 PLANE. 1. -7 PLANE AXIAL FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO .0 4.72 i_)is 187.2 4.72 887:51 --'2.23 .fl :02 .00 5 -20 187.2 -.02 -4.7 - 300.0 -3.02 ) Ty 7 .0 11.22 157.4 .00. 300.0 -10.71 .. .0 10.39 15 ..4 .00 -49.92 -.41 .0 -20 2 187 . , (�) t:) 187..E . --19.10 7.02' 187 ..0 445.75 371 ,2 k. •458.78. 30.1: - 564.71. 296.07 - 489.16 .0 60 419.48 bS .) ;(st:),c) - 2.60 36t:). €37 " 30.1 -.34 .t- 9.91 . - 484..17 1.5.5 .00 187.20 300.0 -12.02 -801.53 .71 .0 4.74 187.2 4.74 -26.86 t;) -.20 187.2 : :'4.88. . t:) -.19 187.E .19 9.18 _448.37 31 ,'i- . 00 173.37 - •11.1 - 742.32 (DO PAGE: 5 PROGRAM: SAP9O /FILE . AGWHSE 1.5 . F F AG War Ex,pans,i.nn-- BLDG 2 EAST PORTION COMPLETED ' MIc.MiAHAI\I BAKER FROERER I INC. R A M E E L E M E N T F O R C E S `ELT LOAD AXIAL D I ST ID COMB 20 - FORCE END I . 0 1.4.84 C)O 348.0 - 10.60. -.50 -4.32 .0 187..2 1-2 PLANE SHEAF; MOMENT . 0 -7.84 527.38 2 4 4 .4.■ . 48.0 7.84 - 809.39 (PI'S C> 13.74 -777.60 .001 617.57 748.0 -9.82 _94.02. 4. =2 4.32 -839.62 666.79 -101.52 .0 .54 .00 187.2 . .54 101.52 -9.82 .0 .50 . C) O 187.2 .50 94.02 173. PLANE. AXIAL SHEAR . MOMENT TORO PROJECT ` Li./ Q'(�'c k-VJv C BY L.: 0 DATE CLIENT JOB NO. PAGF, '7 o OF PADDEF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 c PROJECT 4.6 . 1::.. }A s , k i I W'c' ft. . Lo Pio tr' 3S,1o IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 U•1‘ f - LOW) 00 bOR-Qt7t bL= ,8S 110. Col t`n■-■ 14 16 -r e ,'� BY en a DATER rq rub+ %1Mt' /I-S 11 -Nt ic. 1' i' (206) 621 -2400 FAX 621 -2412 AG Warehouse Expansion- BLDG 2 FRAME 2 SYSTEM 'NTH 1 =0 Y =0 . 5 =1' 2 X=25.0 Y=0. X=50. Y =0 .. 4 X =75. Y=0. � X=1 Y =0.. 6 X =12.5. Y =0. 7 : =150. Y=0. 8 X.:=175. ..Y =0. 9 X=2u0. Y=0. 10 ; X =225. Y =0. 1.1. X =254. Y =0. 12 X =0 Y =18. 1 . X=.25. Y=18.7 14 X =50. Y=18.: 15 . X=75. Y =18.7 16 X =100. Y =18.: 17 . X =125. Y=18.: . 18 X =150. Y =18... 19. X =175. Y =18. 20 X=200. Y =18. 21 X =225. Y=18.7 ,. 22 X -254.' Y=18.3 ADS 210. L =1 F =35.6/9 !3TRAS S 1 ; ;14.,1 R=1 „ 1 „ 1 „ 1 .„ 1 „ 0 12 R =c: „0„.1 „1.1;t: > FFtFtNE ry NM•=2 i. SH =TS12X.12X3/8 E =29000 1 WG =c: >, •- 73.1E WG= 0 ,- 67.7E - _; 1 1 12: M =1 LF' =1 , o 2 1. 13,M=2 NSL =0 „. 3 `1= M =1. 4 13 14 M= 2 NSI_=0 „1 5 3. 14 .M=I 6 14 15 M=2 .NSL. =0 ,1 „ 2 7 4 15 M =1 8 15 16 M =2 NSL =0 ; 1, 2 9 5..16 . .M =1 . 10.. 16 . • 11 6 12 17, 7 7 . 18. 8. "4.9, .17 9 Y18 19 10 0 '21 . YI.21 11 NSL=0 ,1 , 2 NSL 0 , 1., 2 NSL =0„ 1 17 M =2 11 =1 18 18 M 1 19. M =2 19 M =1 20 M=2 NSL =0. 0" M =.1 2 1, 11 =2 NSL. 1 , 2 . 1 M =1 22 11=2. NSL =O 1 ; : 22 M=1 ti icMAHAN BAKER FROERER INC. AG Wa'17 pFtc,us E.:•cpansion- BLDG; : 2 FRAME 2 D I S F L A C E M E N Fq)EE7 1 PROGRAM : SAP9O /t= :E LE : AGWHSE16 . SOL LOAD COMBINATION i3o :EN U(X) U(Y) R(7) 1 .000000 .0000oC> - .0071.41. .000000 . c:)C)(>c :>00 -.007:12 .000000 00 000000 -.007294 0001 00 c:>c:ic:>c:>c:>c:r . .007;14 . . .000 000c)0u0 -.007:19 6 .00( -.)( )0( ) . 00t: 000 -.0077)2 .000000 i .000000 ( :000 - . 007.320 8 .000000 >t >t :)t :ic .000000 -.007:14 9 000000: .000000 -.007296 10 > ". .00000c > .000000 -.007'.10 11.: .000000 .00000c> -.007112 ,. 12 1` ..0814 74 .001648 -.000401 13 1._.084760 -.000726 -.000096 14 1.087267 .000168 .000168 15 1.08 051 .000035 -.000152 16 1.090129 .000008 08 - .0 0156 17 1.090502 .000000 . - ..000155 18 1.090177; -.000008 -.000156 1.9 1.0891:8 ' . 00f :)07.2 .000152 20 1.087798 . c :)00 1.52 -.000167 21 1.084936 00046.7 .000103 T? ;} 1.081286 .0r 1 98 .000458.. ROTATIONS "R" N h ALLOW pR\ 005 K (14:3.1, DISPLACEMENTS "U" AND McMAF -IAN BAKER FROERER , INC. AG Warehouse Expansion -- BLDG 2 FRAME 2 R . A t ' 1 E. E L E M E N T F O R C E S ELT . LOAD ' ID , COMBB 1. AXIAL TJIST FORCE ENDI 3.72 -r ,.. 08 » t.) 300.0 „27 .0 122.3 300.'0 • 1 --1.64 .0 3'.7.0 .00 219.6 .30 `7.24.. , ,. .- 24.4t;) ' C,) .05 t;)C) 219.6 .05 11.64. 2 2.42 .0 '. .38 .0 l 156.1 .00 79.74 ... t - - 1 4 ' - • PAGE 1 PROGRAM: SAP9C' /FILE : AC,WHSE 16 . F3F 1 -2 PLANE 1 -3 PLANE AXIAL SHEAR 'MOMENT SHEAR MOMENT TORO ▪ 0 7.08 00 219.6 .08 676.42 -8.94 . 0 -.27. .00 .27 . -59.65 -8.28 .0 .2r, .00 219.6 25� -55.24 1 . 0 8.94 -59.65 1 .00 487.02 300 0 -12.99 : - 667 .15 25 8.28 - 55.24. t,)t.) 451.05 -12.07 -- 61.7.87 0 t ;) 5 . ' : 00 ' ` . 219 »6. »s)5.,,., 10.78 : -2.08 676.42. S b, 4► V -439.93 %I:0 ::84. 39. 340.0 2&,3� .0 11.41 - 655.51... 1.56.1 .00 235.36 701 . -10.52 - 521.27 20 .0 .0 » 00 219:6 .0 -19:81 - 607.08 • .' cj (o 217.97 - 482.76 . 40.1- McMAHAN BAkER F= ROERER , INC. AG Wit)- chouse Expansion- BLDG 4 FRAME R A M E E L E M E N T F O R C E S ELT LOAD AXIAL DIST 1 -2 PLANE 1. - -7 PLANE AXIAL I D COMB FORCE END I SHEAF. MOMENT SHEAR MOMENT TORO 0 -.02 .00 219.6 -.02 .77 1c:) 1.72 .0 10.87 -525.7W 148.7 .00 )0 287.06 700.0 -11.06 - 557.45. -.22 0. 10.07 148.7 .00 _,00.0 -10.24 .08. 700.0 ^4 .0 219.6 -22.05 .0 219.6 -20.42 219.6 1.04 .0 "8 300...0 72. :38 c:) 300.0. 150.4 300 . 0 .0 219.6 -21.90 ,C) 219.6 -20.28 - .0' 219.6 -2.46 -2.46 3..27'. .27 10.99 -- •10 . 10.1 .00 -10.17 . 3 27 2 7. -z . 40 .0 1c:).96 - 486.49 262.15 7512.57 00 718.81 -.77 V PAGE 2 PROGRAM: SAP9O /FILE ; AGWH rE.t6 . F3F 375.18 :31 ;3 63.07 .. 30,1 00 , 355 .'74 358.6. .. -554.22 272 - 546.07 .. 718.•99 .00 .00 - -1.55' 360 '. 3 9 359.7( - ) . 547.74 2 {0 2x1,9 3'0.• O∎ t� -517.28 4t 252.1] n -505.73 42 McMAHAN . BAKER FROEf ER , INC (ftAME. Ware house Expansion- BLDG 2 FRAME 2 E L E M E N T . F O R C E S ELT LOAD AXIAL:D1ST 1 -2 PLANE L-7 PAGE PROGRAM:SAP90 /FILE:AGWHSE16.F3F :1--3 PLANE AXIAL 1D COMB FORCE ENDI. SHEAR MOMENT SHEAR MOMENT TORn 150 .0 .00 274.74 700.0 --10> . 9 7 -548.77 .c:) 10).15 - 5C)7Y28 4'Z.3 15c:) Y C.> .00 254.07 700.c :) - 1c)..14 -507.87 L L! .0 .0 . 7.28 .00 219.6 7.28 719.38 -1.95 O _.01 .00 219.6 -.c:)1 - 1.76 -'0.7 .0 .01 .00 219.6 -.01 -1.67 '"?c;)c:) . c :) 26 • 02 -2.40 '2.40 359.68 30 30 .0 10.98 -55c :0.09 150.3 .00 275.11 7;00.0 -10.95 - 544.44 4 :. .0 1c-).17 - 509.46 42 150." .00 254.7.9 300.0 -10.14 - 504.22 42 • c> 7 ... .00 219.6 7.27 7.19 03 -21.86 .0 -.01 . 0 0 2 19.6 -.01 -1.56 - 20.25 .0 . -.01 219.6 -- . 01 -1.00 .26. . c_) .149.4 300.0 -.24: .) 149.4 .07 -2.78 -2.•78 10.92' .00 -11.01 10.11 -10.20 -1.45. 358.70 = +56.06 -546. c :)0 269.36 - 560.06 3 0 3 � -.505.67 4Z 249.46 -51,8.69 3,S McMAHAN BAKER FROERER .., G Warehouse Expansion- BLDG 2 FRAME 2 A M E. E L.E M E N T F O R C E S ELT" LOAD " ID COMB AXIAL DIST. 1 -2 PLANE. FORCE . END I: SHEAR 'MOMENT .0 3.27 . c ::) 2 19.6. =.27. 718.83 . 00 219.6 - . 02 73.'60 -20.58 . C) -.02 .00 219.6 .02 . 0 -2.46 }62.77 3 0.3 300.0 -2.46 -.28 .0 11.21. - 563.66 153.4 .00 296.31 - 10.72 - 489.30 -.26 - 373.85 .0 10.38 -52.02 43.6 157.4 00 274.42 -9.97 -457..16 1 3.26 .00 219. 6 7.26 715.51 - 2 0.61. . 0 .02' C> C> 2 19.6 .02 .4.62 .0 : . .02 . .00 219.6 . -2.38 i.) 135;4 .. 219.6. -26.90 .0 219.6 -24.91 -2.11 741.66 t .5 .. 2.11 -292.22 'L V,1 . 0 9.90 - 484.68 175.4 , c:) :) 185.77 00.0 -12.03 -804.92 . 9.17 -11.14 - 448.87 31,4 171.67. 745.46 (0 2.( PAGE 4 PROGRAM: SAF'90 /H= ILE: AGWHSE16. F3F i. -•R PLANE AXIAL SHEAF: MOMENT TORO .Mc.MAHAN BAI•:EFi : FROERER ., INC. AC-, War°ehouse. E;,pan aa.on- BLDG 4. FRAME '.' E L E M E N I " F O R C E S 5 LT LOAD. II) COME .3 . 0 -3.16 431.17 IS . 348.0 -3.16 667.8.E S 3. 6 -.y ▪ C) 14.87 -837.82 207.4 . 00 674.46 748.00 -10.57 -89.67 -.38 .0 13.77 -775.97. Go 1 4 , "7 203.4 .00 . . 624.6•_ 348.0 -9.79 -83.05 (7.).°( -3.16 . 0 219.6 -1C0. 57 .0 219.6 - 9.79 2.19.6 7.04 3.04 .41' .41 .38 . 38 .00 667.82 89.67 00 87; .05. i AXIAL.DIST FORCE ENDI •1 -2 PLANE .SHEAR. MOMENT �7 8 PAGE 5 PROGRAM: SAP9O /FILE a AGWHSEi6. F=,F 1 -3 PLANE AXIAL .SHEAR MOMENT TORO PROJECT 4C) U XL CLIENT P611-0 M:) ENGINEERING DESIGN OF STRUCTURES DA-1 P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 J BY DATE JOB NO. PAC -7 OF (206) 621 -2400 FAX 621 -2412 HIT ENGINEERING DESIGN OF STRUCTURES P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A (! W P-RE OILS t` BY , a DATE 17.17 (0 ^� CLIENT JOB NO. PAU . D OF CpreciL LRST 4 fZrT) uvJ ;04. " V o SLC P:1214.. %L01 Qt.IE 'r ® C o rJ vraki 4`rTvo+J (206) 621 -2400 FAX 621 -2412 D {F pc ENGINEERING DESIGN OF STRUCTURES D P,O. BOX 4010 • SEATTLE, WASHINGTON 98104 A e, W A•RE.44001E. BY eS) DATE (206) 621 -2400 FAX 621 -2412 CQM Cw1 : C=04 4. 0:0,0 J. NTS =0 Y =0 5 =12 _25.0 Y=0 . X =50. `1 =0. X=75. Y=0. X=100 . "Y =0. X =127. .Y_0 Y=15.'6 Xt =25. Y =15.6: ) X =75 Y =15 .. X =100 Y =15.6 !` X =127. ` Y- 15.6 L =OADS • R 1:.Ft= 1. 0 7-;120:R=0;0,1 N SL=c :). y Expo n ' >ion. • }3LDC 2 FRAME �1G War°eyhc.�Lts ,SYSTEM 5 1''SH=TS12X1:2X 3 /8 1=4000 JG= 0 „- 73.1E -Z a. 7' M =1 7 8 :M -'..2 NS1_= 0,1;2 3 „'1;:2 , :''.9 ` =1 6' 9 10 M=2 . 4 1,0 ` h'1 -1 1O 11.: M=2 . NSL -O S . 11 M=1 10” 11 12 MIwi NSL_ =0 `1:, 6 12 M=1 Mc: MAHANl 1SAkER • FROERER INC. AO W ar hous . Exp ansic n -- BLDG 2 FRAME 1 • .RA M E E L E M E N T F O R C E S =LT LOAD. ID COMB 1 1 • AXIAL ll I ST 1 -2 PLANE ' FORCE END 7: SHEAR MOMENT 7.80 .0 3.67 .00 187.2 7.67 687.21 -8.97 .0 -.76 .00 187.2 -.76 -6 7 .87 -8.31 .0 -.74 .00 187.E -.34 -62.86 x".67 .0 7.80 687.21 300.0 7.80 -451.96 6 . 0 8.97 -67.87 122.7 .00 482.75 700.0 -12.96 - 666.67 -.34 . 0 8.31 -62.86 122.7 .00 446.72 700.0 -12.00 - 617.43 1 -1.67 .0 187.2 2 - 24.34 1 1.87 .0 -2.12 00.0 -:2.12 :1 .0 .07 .00 187.2 .07 17.66 r 0 .07 0: 187.2 .07 12.66 -.29 . - T ` . 2 7 .47 3.97 3497 .00 747.98 292.02 -345.11 0 11.38 -653.01 155.6 .00 2 .300.0 -10.55 - 529.37 . 0 10..54 - 60)4.77 155.6 .00 215.18 -9.77 - 490.27 .0 3.92 .00 187.2 3.92 777.78 -21.59 . 0 .07 187.2 - 407 -20.00 . . tom- 8 3 PAGE 1 PROGRAM: SAP9O /FILE : AGWHSE.14 . F3F 24.3 1.8.g SO,4 A0.9 1 -3 PLANE AXIAL SMEAR • MOMENT TORO McMAHAN BAKER FROERER , INC. AG Warehouse Expansion- BLDG 2 FRAME 1 R A M E E L E M E N T F O R C E S ::LT LOAD AXIAL D I ST 1 -2 PLANE. 1 -7 PLANE AXIAL Ill COMB FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO .0 .0 .00 187.2 -.07; -5.60 9 10 • 1 .01 1 1.34 • 1 ...64 .0 -2.59 788.67 32.x►. 700.0 -2.59 788.05 + .0 11.04 - 575.42 151.0 .00 297.88 3,00.0 -10.89 -517.64 -.70 .0 10.22 - 495.86 41,3 151.0 .00 275.88 700.0 - •10.09 475.7n 20 -.45 .0 7.92 .00 187.2 7.92 777.97 2 -21.15 .0 .02 .00 187.2 .0 2 4.78 -19.58 - -1.84 0 .02 .00 187.2 .02 4.05 .0 -2.14 745.88. 28,8 700.0 -2.14 -296.43 L 4 1 3 .7C > .0 10.25 509.27 140.3 .00 209.95 700.0 - 11.68 -722.49 .28 .0 9.50 -471.65 1 140.3 . 00 194.44 700.0 - 10.81 - 669.1.1 SS. t 0 7.97 .00 187.2 7.97 747.34 -25.58 .0 -.14 .00 187.2 .14 -26.51 -27.69 -.13 1 .00 187.2 .1.3 -24.55 • .0 7.48 446.92 724.0 -3.48 - 682.08 -.44 .0 17.90 . - 749.00 r� 1 PAGE 2 PROGRAM . SAF9Oi F= ILE ° AGWH SE14 . F- 3F F1,1 ' MC MAHAN. BAKER • FROERER I INC. AG Warehouse Expansion- BLDG 2 .FRAME . 1 . • t AME. ;E L E M E N T F O R C E S ,.:LT LOAD -ID COMB AXIAL DIST FORCE ENDI 190.1 '4.0 -.41 1-2 PLANE SHEAR . . MOMENT .00 572.48 -9.78 -8 2.79 - 697.67 530.19 - 76..0 PAGE PROGRAM : SAP9O i F I LE : AGWHSSE 14• . F 3F • 1_3 PLANE . • AXIAL SHEAR . MOMENT TORO .., • 8Cfl 1 - ucrTsut ?,c >.3 9=1S1 T "0 "0=3 2. . • T ' 0=- =3 T=3, r OBN3 • T =W E.T 9'.. :TT " 0= Z=W ZT 1. T i:'T. T TT G t)-ESN Z =W '.T T.:: OT B:: T ==W o i 1 r. E =W OT: 6 9 T. =hi 0= a =W 6 . ,17 T=1/4 B. _ c:, T " =W B L 0 T=d T=N L. . T 2. -34 " /-9- ' 0=9P UU0ti= I 0 T o(:)06Z =3 B /LXZ rXZ'TSJ. =H-HS ' T . 3=1N Z=101 3 W _I �_�o.. ( T "T °T "T "T = T "9' ".T BIN I �1LJJ.S3'J T TT I 'S BT =A L %,T=X. t.. T. _ "BT=A • "0QaT 7 X ; .TT 8T =A "GL =X UT. .12.8"(= "t_)Q=X, 6 '.BT =A B • BT =A 0T X L . 0=A. °..L.T=X..9. "0=A. ° gL =X..i 0=A " c) cL = Y ._ "0 =A « "Gw.= uT =S Q=A 0 == S.LN L. asnc)yu.ier� J'.. McMAHAN BAKER .FROERER ,, • I NIC . • AG War ehou5e ExpEn Sian -, BLDG 2' FRAME 2 F A M E E L E M E N T F 0 R C E S ELT LOAD ID COMB 1. -- • 5 AXIAL DIST FORCE ENDI 2.96' • c_) 219.6 -8.95 2.45 .0 219.6 -8.29 C) . . 2 5 .00 219.6 -.25 -55.48 .t_) -2.96 700.0 - - -.27 .0 8.95 122.4 .00 700.0 --• 1'2 . 98 - .0 219.6 .0 8.29 -55.48 a•` 122.4 .00 451.64 700.0 -12.02 -616.06 S1' .05 219.6 .05 Y V :C) ;05` 219.6 .05: 1. i "_ -�I .0 7 t-) t-) . C) :0 155.6 7;00.0 .0 10.54 - 605.21. 155.6 .00 214.68.. 700.0 -9.77 -- 490.82 .36. .0 219.6 -.-21.;59„ .0 219.6 - 20).c,)0 1 -2 PLANE SHEAR MOMENT 2.45 .00 2.45 577.72 -.27 -59,. 90 .2.62 2.62 -1.64 11.38 .00 -10.55 2.59 2.59 02 . 02 537•72 - 59.90 487.67 - 665.20 575.68 tg.$ t2, 3 . 225.78 -267.46 -657.A8 271.81 -529.97 �8? PAGE 1 PROGRAM: 8AP90; F I L.E : AG4HSE 1 _, . F .3F 4 Z q.t 1 -3 PLANE AXIAL SHEAR MOMENT TORO McMAHPN BAKER FROERER,, INC. AG Warehc:,usp Expansion- BLDG 2 FRAME 2 R A M E E L E M E N T F O R C E S faLT LOAD AXIAL D I ST 1.2 PLANE 1. --:.. PLANE A :E AL ID COMB FORCE END) SHEAR MOMENT SHEAR MOMENT TORO .0 -.c: .00 219.6 .02 -4.87 9 10 . 01 . 0 -2.01 700.96 215. 700.0 -2.01 -700.56 Z. Si -.24 . 0 .11.04 -575.22 151.0 .00 298.01 300.0 -10.89 -517.58 .27 .0 10.'" -4 9 5.6 8 151.0 .00 0 275.99 -.00.0 -10.09 - 475.64 -. ;5 2.59 .00 2.59 568.50 . 0 .02 .00. 219.6 .02 3.80 -19.58 .Ca .02 .00 219.6 .02 .0 2 19.6 21.14 -1.23 0 -1.65 267.95 -ZZ , 3 7UU . 0 --1.65 228.45:. \ q , o .. . 0 10.25 509.79 14n . 2 .00 208.81 700.0 - 11..68 -724.7h 21 . 0 9.49 -472.17 3 °l, 3 140.2 .00 1.93.38 700.0 . -10.82 -670.84 S S. 1.06 .0 219.6 •25.600 2.62 n . 0 3 1...92 .00 575.28 .0 -.10 . .00 219.6 -.10 -22.97 -27.71 . 0 -.10 .00 219.6 -.10 -21.28 -2.43 .. .0 . -2.72 746.82 724.0 2.72 -574.28 L- 88 PAGE 2 PROGRAM : SAP9O /.1 I LE : AGM-13E13 . F3F 41,3 39,1. MCMAHAN BAKER FROERER , INC. AG Warehouse E:,pansir.n-- BLDG w. FRAME 2 R O M E ' ; E L E M E N T F O R C E S :LT' LOAD ID. CLIMB: L 8 it PAGE 7 F'RGGRAMI : SAF'90 /F I LE u AGWHSE1 . F3F 1-3 PLANE AXIAL AXIAL DISC • FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO 1 -2.72 .0 219.6:. 7 9 .76~ .0 19.6 _ -9.04 1^.90 • L.692.12 >17 .00. 536.14: . -67.26 00 ?19..6 2`.43 • .00 .72.62 67..26 190.5. .000 578.91 3'4.0 _"9.7 6 -72.62 V r1 I M PROJECT A (, WpszE 'r- iz : ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 0 o- • BY DATE (206) 621 -2400 FAX 621 -2412 ShotiJ ^'. L' NI Op � D ENGINEERING DESIGN OF STRUCTURES D P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A (, ki3 p (Zr i: ‘4poS}` BY C� , DATE CLIENT JOB NO. PAGI q,/ OF (206) 621 -2400 FAX 621 -2412 . • • I e ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A.L, BY DATE CLIENT JOB NO. PAGE-qi,... OF 1 - 01A9'6S44,•••••■ 4 hrr 1$ c4A. \i4S.S 01 ( SP S pest. 41ottcr P-RWE. 1 - S - st p ci4 t zomi- a('liLLS oN) 3 \inv\e osc I 3 Ot St SPAcE '11INJ O.c 4 3 4. /(6, A r e l 1-8 .9 F.R.ofrlt S - 4 ‘...0a‘c.ur 0:V40 11/1-1- ALL0L0 s$42. S So \ 1z1 te.R` L tIt "...(n( LbeVZO '1ka 4■ ST Gtkoh:fL use. 2_ w.s? sPecti bt seack- ■RLIft. 84 >t6' (206) 621-2400 FAX 621-2412 M e I) ENGINEERING DESIGN OF STRUCTURES • D P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 . PROJECT 41 \zt,szx, BY DATE CLIENT - JOB NO. p j OF • ■ZEL..0 u ■%.. (206) 621-2400 FAX 621-2412 HIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO. PAQ5- LI OF t‘ 4.9v..11.Athr -Lo 4, 4. NA,s RALL 3o0 4 l 8,0 SLN- coS" 800 °406= tt3J Co l6 1 PI tdo .t 0 tel sf.6 14. Lt-113e4 I. of- 1 S ‘r 5%- (0' 5,5 t 1 b. S 3\S It (1,14-r 1 s‘ (206) 621-2400 FAX 621-2412 !-• C t . MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4.6 BY ED DATE 111.1 , CLIENT JOB NO. PAGE t I OF C..01QTyvt3 CoKwie.ehoLl s - Cf-S 1 - 2.72. (e) QLstc„NI cs,s3Zt*:cfrk PV2.. 0 1p) f2.4utTy 4JJ 0 ( ZiRt414 TIMeS Sr 9C1: zs Serin s s 1 10 CAN. S.' zr \- m Ivor; - 2_\, ■.0 ‘cc\ wy\t, Ni \ . • sc 1 -IA. Ye> = (volt • C.W0(t0 r)Lpz: "70 .StA.smk‘L C.e*-1 (0C L a l- a C t O.B3 ,95 w 11.5 •-• LL TY r CRS "Cm ST\ ot-u o aT Lztya (206) 621-2400 621-2400 FAX 621-2412 mil c-,-. 31F ENGINEERING DESIGN OF STRUCTURES D BOX 4010 • SEATTLE WASHINGTON 98104 P.O. , (206) 621-2400 FAX 621 -2412 PROJECT ( tiQ,(Zt,t{vLz.st: BY , DATE �ZIH CLIENT JOB NO. PAGE C/L OF C�►LO rL Cwto \P ) 4. o L 1 12.0 f o 2ct Cr� NT' "r \ 1L 4t. I Z" 41% sr . co sir I,3 1Coe mkot g mo LAP OS t `/t" W olt ' I 1 t, t uU 4u WW1/4)w, '6r-42- 33 c. 1 AL oR � 4,t {'1H1A A 1t " A al. r i3 - p `L. f f jj3[J INEERING DESIGN OF , STRUCTURES X 4010 • SEATTLE WASHINGTO 98104 P.O. BO PROJECT 4.6, llAL_ ;4dlut CLIENT `E5 n 6�..tL Lf g h z wJ 1� 2 , 32'� 31.5 ' 10, B •r to a 344 ST (Z 0. A C Pr CAL. L.4QE C1- c (. WILY) m = 1S.2 Ea towc. Ar" (o C14t(1L 14+,5 G LC e.2- 3 - 3 / I. 3 �" 'rn (1v,6 -- 4BL1 -) Alab'z' 29 \(\ L 5= 11a.115‘ \,03" N 'TR`( 9" L3+.% v)ta`1.O £ 4 Soo E. BY JOB NO. ej c' 6 < 3 l ) µ / b 4.2 A' Y1 c. Yt_ 4,3 K ( +, R AA- k I k i, cg 8 = Imo. /g `= I O X ►h cizc A " A. ? � ' Z t _Sk 1 A (4 soon L ->i< ZB, Z�C.S1 2'1'x1 3S kg. DATE \'_ PAGE C 3 OF (206) 621 -2400 FAX 621 -2412 I , ) ss ersr cHogo j - r , -( BPI ce _(, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 tvG C G " 1$■) \44: 4 - a Iv, ,) . g 1/4 • L) (t t.1.5 eLO er.:./tA.I \ (206) 621-2400 FAX 621-2412 PROJECT A-C, Q'»- BY N-a. DATE CLIENT JOB NO. PAGE C.I.L. OF sE_LT or) -7 /6 11 ir 13TO be)l. cs.N-; 4ao 5/1 tt:LO E c..4 St mt. P.ia w G 12.`" 7 42,- E f HIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4 V W n- N° bat L BY at, DATE I L ` 1'L CLIENT JOB NO. PAGE C.. OF L►pb - -L.3 LAP- Czc.ST' - SEASMit, m rn /4.1' '1{\' t c- e. T = ( Co B .5 .C-V/1327 K K2.25 = GO k` Assent. A. o FoR1E \ ) Ct.a OW, T rRQasFt11.. 1 >+rzoaG ba - To P f ft Oi .2 '/t - r-k-a.L)Uda vJtLoEo T a r' S LA St DE (206) 621 -2400 FAX 621 -2412 M PROJECT A.ts CLIENT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 ')1-D 6 2 E_ 1 2O =2 .c b e 4eY. A S 13d ' 6041: t' .577S K I t'h 16K �Y8 'tz= t kl W z b.9 O,2_ t\\ k Cc�.1 r g e. I L L 44t. th_ i4 show - 1 071 K 1`12 z 16,0 �‘ S ryA. = 4,S1 A 16/3 t S, tes■e,a 4)(2_ show oNLy BY9_1) J JOB NO. e-• 3 {7L {I`A_ 5" C it 6os . -- TRY t✓ b K eNV8 DATE VZJ L PAGE `' ‘ OF --- b,- e-17. 6 _ ( 1(e) rt %/g) = b`fz" C LA'EL.d ( , mt5ielto -3o m. It a tYr z I b K i y h 56%- • 3lz _ 1141'154‘42 C P- I) Q- 54 1/4, = 2.4- Ks, L v, oIe.- (206) 621 -2400 FAX 621 -2412 MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4( vog2L N4004E. BY 1 .1D DATE \Z CLIENT JOB NO PAGE (. OF L'A C, Z fit) t;zo ' O1TOPi C.YrOr_rn corJ*)t`Ttc�kJ ` ✓ R t ' R tar. , ti 1 4 Y.43.."- \ 6 - 7 ■ tA- Go K 5 =- LEA 4 .`16 (1S4w VSO 6 /8 4 12" k O 11 WEL" -Qv r-= ("d, B IL /V2- 2 51 kc∎ I r 4,1t2 (206) 621 -2400 FAX 621 -2412 C4 vr 1".) L Y 4 V Mil D ENGINEERING DESIGN OF STRUCTURES D P,O, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT AG UJ1 ..,T 'JS �. BY DATE CLIENT JOB NO. PAGE C S OF F. 3 /8 )b (206) 621 -2400 FAX 621 -2412 F '�8 44bLt Ot STiG1 tri. c.KottO "T"NAI L . oP G4-} fv) L • 8K118 t/2.4 9 &-L I "± cyrt4 OI L /irl & 30% •sti Gcmorn. C M�R+] \E-0 "OeITANL 1I[ 75) MI_ ENGINEERING DESIGN OF STRUCTURES D)L1 P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO. PAGE C OF \slit .c 8r.v 1.101 sammemminsiniumm BUTTOM WtiL0 V QTL LjLL Vr:Par \S 4-PPL1 , rt_. T ye ( INe I C -ro V - TYP- bole • (206) 621-2400 FAX 621-2412 Som 4_0 "7\-t PROJECT CLIENT D ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY DATE JOB NO. PAGE OF (206) 621 -2400 FAX 621 -2412 aTtAtr OR Qa�Cius PE:1-3;3 ENGINEERING DESIGN OF STRUCTURES (206) 621 -2400 P.O. BOX 4010 • SEATTLE; WASHINGTON 98104 FAX 621 -2412 PROJECT ( UJ RC�t. DATE ( ' ' MEP ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 114M ,. CLIENT BY - DATE JOB NO. PAGE co_ OF Zt-t) C...t4 ■s ■ Ncf\ rn ots/N=.1.0 5 A- 114- iz. (2.0 F - 1 - RL( •L_ ■12_0ett 'Lb 61 p r e- .5.15 OSE._ 4" -- ck- (206) 621-2400 FAX 621-2412 PROJECT BY DATE \t 1k CLIENT JOB NO. PAGE C S OF 1 ....1")- issi \‹\;4., 1,b1 rLZ CI 41E- c-00erroLs KIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 Zor •vr\c?..0 11 t* %..) t FL sais w\ c:: TL7 n 66,S 7' 4•F:. CoQI,ckw,Pli 2. oo.q( 41 e. A ,14 . 1 Sy-Lk d L P (206) 621-2400 FAX 621-2412 C MIT ENGINEERING DESIGN OF STRUCTURES. P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4 orgzt.NJukt, CLIENT 'AA A- Kvf∎Av W1oM Sq (N\&SC) P Cam( 21) rt. S'Z" T. (Sot % /2.Co'7K K1.L5 = SZ.9 Zit 6 t t W Ci Coo C1 -�►c^. IIL L>�'� 6 Ctt- FJ tL 6 2 A.,try Lo Ism tJL -'F Stn a taJ c i-k ctL - 7 Iz ( Bt_n G Ow S t o Q L a = v /z" (sa Pb cam) me..- tt . t 3`622. l 1 4 rn • lc S2 1...S1-1‘11 n 1 4/i. fl' BIM I kv 7.:1 A00 an ter- ►J t BY DATE JOB NO. PAGE C \V. OF OIL T ►� j 4 (206) 621 -2400 FAX 621 -2412 CkAiEC1c. W E.Ln e1 S rnt— S Zit= 10 (Dt+n- (i � � K 4 K;111 2 � 3 K ' i o t, feh ' 5kl,h R, S,'L I h tV = Zt.'L /I Z ,1 i k Lk.) = 35 " use. 'Ye w ew a a /MIN Y D ENGINEERING DESIGN OF STRUCTURES ..../ P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A b BY €.:C1 ' DATE CLIENT JOB NO. PAGE CI � j OF 1 I If S O O C.T l t'7 b l 0 a) O% �0 60►-� A �.. 6,3`` 6,0 U.'! 1c- a' / 8' i6I R2 (206) 621 -2400 FAX 621 -2412 t. 4014- 6741 , z 25 D IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT k k yAoul■-• CLIENT C-0 \ CT:6P-IA t--- Z S1. 5L Q 64.40tT7 Low Y% 6eksnA t, 9SIL L1 4 -rLy 31s-■,16,-* co" SO , o" / a ' 1 - 1 1 ctz 11 1.1 BY tt DATE JOB NO. PAGE C t OF 2 6 So.1-c s (206) 621-2400 FAX 621-2412 ‘\ 4_^. 1.1 q.t. 1 3 ' Eck t cy: 4/ s Q. (9 D zk vsE. 1 116" ■.4.1tu) 'ecii(to "'"•■•■••• 1t PROJECT ,A(e u o ( e, 0 ,, iL CLIENT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 4 B•taK r(8 C.,r3.f W o�Tri Can BY 04- K ° I h K o P \t o CAP 7taski ,/ ()Pi zC1 401, te c_14 WI l r -t r JOB NO. DATE PAGE C (7 OF (206) 621 -2400 FAX 621 -2412 `�2 w 6" o tr MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A(, BY "Ei DATE CLIENT JOB NO. PAGEC \o OF 6400 © 4 zS e kit)H b = 6" I 6CONL a t sc & t RnL'l'L L*.1 o R)z -t 434 lL i R 1.�is.+l,g,�a� z,sit 2�� RL_ z.� Z. 6 i s Pr) ■ S 0 Bt o►)Pst— J slA cI . 0 NI 7Y RES STU L ' f m- Z.13K 10 " 01. Z'1 a LSE.. *i f & (206) 621 -2400 FAX 621 -2412 Pfil: ENGINEERING DESIGN OF STRUCTURES g/FP.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4.6, Fuze k H dWE BY DATE CLIENT JOB NO. PAGE C) OF Cc rr °Rn t oat. 11/x3 . (206) 621 -2400 FAX 621 -2412 C WIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A 1.4P425...HbUS BV DATE CLIENT JOB NO. PAGE t 4 OF (1) CD i r ava-at YY) 41t A 'L. - 1c k USS CLO-te, ter rt.0 61 tt. 1.4)tcyo -rdf c4)4.4. vss -• ' 34 Vt.- vi‘oc 9 • Sit-c 9,6 .4. 4. 4 21.G pi- IL eL. V1 y \ s USE. 3 fa 4 c*. F 0 "0 1,L? ktiO, Zj Ilt (k) V•1 I■ IR= \,e) \<(‘' t.1/4.) "(■4-i • ds 4 °' V- s 2.— ■•■ e4s■L 11\ \ cALKcs3 8 3 (1156 4-- 0 al. to, (206) 621-2400 FAX 621-2412 F6n- -ZTen) rJ (a C rthL t 0 uuer S't-t 15161 IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4 BY DATE CLIENT JOB NO. PAGE C t ( OF C-^ StA1L1 7 16die GvS� 3 /s.e U. D oorr (206) 621 -2400 FAX 621 -2412 dirs 0 P t. 14 tan? 6 /s3 ., 5E ikre ' - \ sl i ` le \ '12 4s R£Q`r) PROJECT A 4 W ENGINEERING DESIGN OF STRUCTURES P.O. IF BOX 4010 • SEATTLE, WASHINGTON 98104 BY, DATE (206) 621 -2400 FAX 621 -2412 MIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 6,(, tZt, =1A4614 BY r1 DATE CLIENT JOB NO. PAGE INN OF Q AtJ oP 1 e. a N C' ri y s2 ( y r-2nVA / 4' °"/ ivk 1zQ1 = 33 4 = v3t \b( = 4 • t ,244 4 . 1E 3o ,4 \( * itr.AA F" "79.3 R 6 = 634 —m TS 2'( Z 1 la , c 1382 /4. 6ot4 e\ Assoryl W1 An t.6 plF- `.z S. c.5` O. i 1�,� St,n P wt3 � = , " (206) 621 -2400 FAX 621 -2412 no ,t 5,G5 4 Ye) 0, 44�. 1: P1 - 15") MI ENGINEERING DESIGN OF STRUCTURES • DA-1 P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A u31442.5. BY tap DATE CLIENT JOB NO. PAGE ortA OF J3 o > '-( 7_, 8 tre)c)4 te pcP 6 ft. s C.c..‘ 0.1 4' cpr'. K 0,1e 'LAB 5b. c:4 L5p0 &Ai) F Qatc-z, Z.1 # is ' 65 "Moisi\t‘ifr « 4•eL. 1 4 .P.J. ‘41M\61.21 " tta‘ \ '5 \ 6•S 11‘ 1 A A tb10-/ At / / 4 (206) 621-2400 FAX 621-2412 NIT ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4 6 k SOU BY t S DATE CLIENT JOB NO. PAGE Ny\ 3 OF \ F L ( "M come-t 'FL M 5r1 W b L5 hCS�� 8 • L V Le. 7-s tit C©r31•1 ..c.—rN o /44 44( L.1)AJ • Z • B /. ,33 - 0, zu, 1 L q 2 41-6( 'S v . 3 £' k S � bn 18°0— \ $ AC S 0,9 IL (206) 621 -2400 FAX 621 -2412 VI" Yit., t i = t w 7 c. i I_ 4( 2 0,00 b. 19 LTA C 'IIF ENGINEERING DESIGN OF STRUCTURES D P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 44 LLD 11-121.1-1001L B 'E.C.) DATE CLIENT JOB NO. PAGE *tse\ a OF 4\) OP Li cowl" • t •\k4 7 I ' Lf •-• t-4)1 C.Rtni o ()tf F10 '1•A p.) 0 0 0 RAU- op oru \4-eF-4 56 tbiRj_ t ; < (2 ' 1-1, •-r-14._ S 'L e SD .1.4-Ak.3 - TS QNu 41- vr() CAW 4- 4 ci " 9 "(4- '3 •u7 \ L " " `1 Yt) 1.414) 6,1U-vk (206) 621-2400 FAX 621-2412 1 PROJECT 4„ (• W ftetittA oils IC. BY t� J DATE CLIENT JOB NO. PAGE MS OF \-c o `j (1c ►� I n 4 A I'L 4 l9 2 1.5 ' 5014 else 1"S 4 -KZset E,ra- ENGINEERING DESIGN OF STRUCTURES P,O. BOX 4010 • SEATTLE, WASHINGTON 98104 g 1( 4 eTS Sort ■ (206) 621 -2400 FAX 621 -2412 H, 4P(\ L. LO fbO QL ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4(., u)4¢2c =. BY tt) DATE CLIENT JOB NO. PAGE'YY\ ( OF C.o\kytA C �c� — V \ZK124 rfM4.4 010A J NI /a1- %LOG u Z1 K 027 2 'Lc\ l' 3Nr', �� 1 t 4 — ( \'n \ 82, vh- l� J42- \e Cc)l s ,Z•12.4. 3/e i rtotas '�;�� g \ti`s 41 CUB ovio - rod Z ' , t . 2A I-10 ea t. C't rc lz1 e 39 w» ( c6 S -►Zs /3isc.. (206) 621 -2400 FAX 621 -2412 PROJECT h CLIENT puliF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 \ t.lrAY\ C.ov\l" BY tlo DATE JOB NO. PAGE yyN") OF /LLj et*Jr: ‘14(.a. ty\ LIN (444 rfl b 3 k t 3 .3b .4 A444: Vv\- Scr \11.1‘p en, ov3 tri‘r L. kso 61c. C)i %SEA SINA Trovv, t +-4 /Nev ty\k„,c ,. 71 lb ‘t.,- Z \ p...1.4ftms. #4 9 Asy.1 1.to■ rA c,./N e tit/1k- t i-o/o RAIxr.A. ‘‘• 1 2. 6. ‘ 1 •- it 76 4. CO • (206) 621-2400 FAX 621-2412 OIL 4111m. r, C • mi D ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4 \,011,2e." BY ••= DATE VZ,. I I 3 CLIENT JOB NO. PAGE yy , a OF _ GANQ 1 IL at_ 1.5 4 A 31.4S A .01:1 " tt 4Y\kll•-) 1.9 st.5 • 0/5 i tte . S‘ C s lieutt to" 0,14 i<s; p 7 , I 6 W" I I ' r42..i.tco ‘c. 1_•t o- , yr1 cs)J t r. 't(Ne SRt Qt k t"Al t 0,o/hvt - • F37,---61161. • ilft: 1" T1 Lew l (206) 621-2400 FAX 621-2412 ]ri5) ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO. PAGE )yI ' OF 9'T L'S As' (206) 621 -2400 FAX . 621 -2412 APPROVED FOR ' J ISSUANCE BY: / . ,. / I At._ .. BUILDING • ... OFFICIAL DATE: I hereby certify that I have read and ex Wned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: - 7/1 /ZI k 0 DATE: c7 - -2 0 yU PRINT NAME: () - t I'zc ke COMPANY: (..W.11 LaWial,4 7UU tr) q PROPERTY OWNER Associated Grocers PHONE 3 5 -9190 ADDRESS 10700 Meridian Avenue North, Suite 406 FIRE PROTECTION: ®Sprinklers ❑Detectors ❑ N/A ZIP 98133 -901/. CONTRACTOR Gall Landau Young PHONE 4 1 -BR77 ADDRESS 100 116th Avenue, Bellevue, WA PLAN CHECK FEE ZIP 980118 -0728 WA. ST. CONTRACTOR'S LICENSE #I GALLLI *337CF EXP DATE 9_30 -90 ARCHITECT CNA Architects Group PHONE 882 -6060 ADDRESS 3050 152nd Avenue N . E . , Bellevue. WA ZIP 93052 TYPE OF CONSTRUCTION: I I _N UBC EDITION (year) 88 SETBACKS: N _ S - E - W — FIRE PROTECTION: ®Sprinklers ❑Detectors ❑ N/A UTILITY PERMITS REQUIRED �Q Yes ❑ N o ( Fhrough Public works) ZONING: M -1 BAR /LAND USE CONDITIONS ❑ Yes o p No 0-(Di PLAN CHECK FEE CONDITIONS (other than those noted on or attached to permit/plans): BUILDING SURCHARGE 1 «. . Q -• ENERGY SURCHARGE CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING � a PERMIT NO. ,5 � 9 DATE ISSUED: 3301 S Norfolk BUILDING PERMIT (POST WITH INSPL..TION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES PFJO.JF C F I ORr1A I IOFJ I I oic .T." 1,200.000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT IS Associated Grocers 032304- 9024 -0 TYPE OF U New Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: Phase I addition to existing perishables building. UO CO MI' ( I USE -4 FLOOR SQUARE OCC. SQUARE OCC. SQUARE 1st TOTAL 18.920 38 J/ . SQUARE OCC. SQUARE OCC. TOTAL 1R WO 18 920 TOTAL 3$ 3 This permit shall become null and void if the work is not commenced within 180 days from the dale of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: WY Z1 III V TO: PROM: DATE: SUBJECT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM I.Q.. ShQ .5c'.k J\ 7 r i I 1 c1 ri o -1 0 C i ote (1 Eire, c -e_rs Me orirsi nal ,p..{0rjmit 9 h wY r S nate 33 0 n 3h-e ' -P\ 10 3 (*clip lJ -er- -Q Card 'd .-t 3 ho&) -e o cK n P ra an 0 p p-Qc tYk i o 3L _ cn - rm �fi . ACTIVre LOG DATE G 7 --. 7 2 COMMENTS . : /NS 4-44' f/ S��'c � �.� Gr // ii4i9 ( 7-a: i 7 4 i s G c `! s''ZA2,0 �x _ i.._ 7, Ao f..r) &t9/ 20f4 t ee -elAce . ��/ �� G GU /// !Gore P) r'e's4= y'15&.. 2/13 - ' L) c777 lafalLsecl cd C/7� 4ledth 70 .6*. fa Ft„4L Rac a A 4!) acy. 117/i Exe...)ev, asti izv INIT. ACTIVITI.- LOG C MM ice").4024 - /e% , 2,e4t) PERMIT NO. P\)ocio±-,d - CONTACTED 1.--Q r Wl eff DATE READY DATE NOTIFIED Y: Q -Q- Go (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING - ..1.41, �.5� 3RD NOTIFICATION BY: (snit.) PROJECT NAME P\)ocio±-,d -� Gr. 0 cp_ r 5 — 1 SUITE NO. SITE ADDRESS PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET SQUARE FEET 1692D OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. `re i Tv Cg( BUILDING - initial review / Q_ '6 1 FIRE I..q -q0 PLANNING C PUBLIC WORKS 0 OTHER (2 BUILDING - final review REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING 1 -q- ti0 (ROUTED) /_/ 1 _9 INIT: )NIT: • ate ant a_a -SS, at rov FIRE PROTECTION: [ Sprinklers (1 Detectors ( )N/A FIRE DEPT. LETTER DATED: / —!/ -7p INSPECTOR: 5/Z_ 20NING:M / REFERENCE FILE NOS.: a , i tArS t s "9i v ',4 'e. MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? Yes No a- I INIT: INIT: 2 - ZO : INIT PUBLIC WORKS LETTER DATED: IT N IBARILAND USE CONDITIONS? fl Yes No '.- Votes ITI (year): VLVV VVYaI.YfJII$ I ✓VV.V V M r ai.vna a . • vV . V (206) 433 -1849 DE8ORIPTION AMOUNT RCPT: # DATE BUILDING PERMIT FEE '5c1 PLAN CHECK %° NUMBER - 4 14 APPLICATION 1111.P;1 BE FILLED OUT COMPLETELY PLAN CHECK FEE a tx:).00 y, m9 l' - ' -�i BUILDING SURCHARGE 4 ENERGY SURCHARGE OTHER ;TOTAL '5 BD SITE ADDRESS SUITE # 33D/ S. ,Vac oU Ogoe WA. f5t' 2 VALUE OF CONSTRUCTION - $ 4% 1, 2 . 1 V / cv"`" - f'Mim e _- PROJECT NAME/TENANT A 606 /Ares &Re ASSESSOR ACCOUNT # 0 32 304 - f[o24 - TYPE OF ❑ New Building Addition Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: 09405 e z A DO/P v ro e ,q ,q's" fri..o44/4.- BUILDING USE (office, warehouse, etc.) w9//c' 5e / L bL n 67 60 NATURE OF BUSINESS: oy ,cpo0 WILL THERE BE A CHANGE IN USE? ■`• No • Yes IF YES, EXPLAIN: NEW APP/77ax/ SQUARE FOOTAGE - Building: J � Space: Area of Construction: it p rz, bent' WILL THERE E STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Iio ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER 4 ,q ,ca„i 9, 64eOC+e,es: PHONE 3,4,6--. 9/9Q ADDRESS /0700 mEoz/L /44/ 4 VE. .V. Sv.T1. 4re,& zl Py8/33 ' emii 'CONTRACTOR LG LAWZ19v yogiovb PHONE ¢5/ 0 e p ADDRESS /0j / /4 4.4/E /gez , Lee✓/4),E INA cm , 0728 ZIP WA. ST. CONTRACTOR'S LICENSE # 2z50/ . awit - G� - G/ - +0 377c p EXP. DATE 9_30 -q o ARCHITECT ,q r 4,e, e ,A/ j , ‘ ,..73- GQow p PHONE An, baby ADDRESS 305 .0 /5 2 /VP A'YE N. A w, #,' ZIP Tot* 2 E:AND CORK T : AN I /tlu AUT < ORIZED .T ; p Y: FO .:1 :. N f3 � I.. �E'�i 5. t�E�II<iIIT:: > €:; : >:::.>: :>;' ":: >:< :>:<:<: >::':;:<:< >::::< .> >'<:<::::<:; BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE f PRINT NAME /4r mA Co /// 1 PHONE 882. 47060 ADDRESS 30$n /52 Ngr4[/E 04/.. . CITY /ZIP f a 052 PHONE 802 47o0v CONTACT PERSON �� % i E S CITY OF TUKWILA Department of Community Development - Building Division c.nnn n_..•a._ - -...- n_..,_... -..t r..t... uiw nee ee APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and-plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 4133 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED BUILDIF:'3 PERMIT APPLICATION FEES (for staff use only) DATE APPLICATION EXPIRES C.0 -- Qa - Stc.3MITTAL CHECK.IST COMMERCIAL Mieslof Account Number Two (2) sets of pIsns which lndu& • • fat' Two sets (2) of the foflowing kjiteag!s. • SWu • ...sor:ropprt:stoinioo by a Washington State licensed en pographl1 survey Energy cstculaeons stamped by a Washington State ticen engineer or architect thleect which i ndude p lan dt11W ... . . . . . ..... ;tut*. dOrti! .• • . . . . ... .00rnP building :A40...*:#00.000(4446). 8ucng floor plan . • ' show " e** • d os • nwayaoflpian -, Suc cakMati'ris slam . and ova . .. . . Completed buildng permt application (one for each stiucture lion otanten . iWI8lIIdI$Pi method of Ottoolufie. cen ed Specimen No. Specimen Type Test Q Days Resister Nooks, Dam Reed. Date Tooted Tehl LMT Auto Unit Led PSI Report No. 1 A 6 x 12 cyl 7 7802 7/10 7/16 51,500 28.27 1820 1 * B 28 7803 8/6 6o,000 2120 5 C 40 7804 8/S3 78,000 2760____D____ D E F REPORT OF CONCRETE TEST SPECIMENS Date Molded: 7/9 , 19_1_ Client. GLY Const. Co. p ro j ect . Associated Grocers Address. 01 S. Norfolk Strength Requirement: 3000 PSI @ 28 days Cement Type: I Admix, Amount: Brand: Coarse ogg. size. 7/ Remarks. NOTE LOW TEST. Type: Admix, Amount: L- Carlson Associates AUG 29 1990 KIR CITY Of. TUKW LA Job. No. E r , 1 irutnietlM iisssyeetten S Inland Ten. P.O. BOX 3443 (LAND, WASHINGTON 98083 (206) 820 -1018 PIONINT` NO. 59 Contractor: GLY Sub - Contractor: Architect: CNA Enginw Concrete Supplier: Ocea Cast by• Contractor Weather: Fai Temp. high: 80 Temp. low. Location of Concrete Placement. Footing addition to existing ramp L " Slump. No. of sacks: desi ma Entrained Air Brand. natural Fine Agg. Size. bldg. FRANK W. CARLSON CITY OF TUKWILA Buildi ' epartmsnt 6300 S _ 'canter B. VA Tukwila, WA 98 (206) 431 -3670 Type of Inspection Site Address 3 )p J ,.6,1' Requestor Special Instructions Inspection Results /Comments: INSPECTION RECORD PERMIT Z.- 7 Date Date Wanted / 0_,= 2- 2 " : 4..9 Project d S h c-f -teems Phone # Inspector n Date /2 -7 9C J p .m• CITY OF T� KWILA Building lrtment 6300'Sou Inter Boulevard Tukwila. WA 98188 (206) 431 -3670 () Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: / l 0.7 Inspector4V7 —? �L e Phone # � Ito/ .. /.. � I INSPECT ,ON RECORD PERMIT # � 2 Date Date Wanted U a.m. .m Project 7 F7- 7 Date -e U fA` Sf1ao ".Gtita�coyr'ux+r- , m,...�..� Tncnnr+nr CITY OF TUKWILA Building Division Boulevard (206) 433 -1849 Type of Inspection ( A..1 _ Site Address 330/ S. Wor °/f Requestor or, ',( i gle C Special Instructions Inspection Results /Comments: f iL " rne- /1144/ ....�......��.w ...+, �. vr. w.w n. W. uWn. wrorr.` �. wwn. narvrolfu�weY�mNixtSSxil :uNelmMMYNinibq: INSPECT,JI 4 .ON RECORD t . PERMIT # e Date • Date Wanted .5 75'e Project iy /-S Phone # 77 X73 na +o et G2A14.r)-� .m 4KlC:/y' S4}.eh'LR81Qlktrt)xR+1P:W.r1V fSWw.N+.l+r.er.....�w�..... Type of Inspection c Site Address J 3 of Requestor Special Instructions Inspection Results /Comments: Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # ° Z c , Date Date Want d 3-9'6 M p.m Project /O, , r , 0 Le-A-41 Phone # 7 (p ' T U 7 5 7 ,� >•. - ►` .ter P e:c5c. .A.L. vrat k_ ckJ r►. vhr. e a, ,,ZAl Date :5/3/7 n X111° 6aLk:lY,.r"VS ww!LS Jwwwwwiwiemuscs+rpw...S A. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington .98188 (206) 433 -1849 Type of Inspection c(,Nr Site Address F fl ooL Requestor -y` e. SYLo 2 C ^GZf Special Instructions 7 ; S Inspection Results /Comments: Y.'+N.HYnnN.`ritiawY -rivrt MMOvty{ KAC1W�Mr# NarYrY .fYmv.nw1rwri.in�.vuw:en:aru whiwmWlr: unrm' N( Xial:. wwrai+.. .vi.nvwwar.ru+.iaawwn�rvn:en.+w Nwe INSPECTION RECORD PERMIT # iZ Date C.�' j8 Date Wanted 20 — / p.m. ° Project S y 0 Phone # .7 07— 7 '3 - 7 M .A„._ V F�(1.\ c —� el---- . —t . . f' L. eu i GUYS Cn---. - t -, -)-- h171 t.}e (1'ti`.Ls‘— 4 . Inspector Date N.,. -. CITY OF TUKWILA Building Division Tukwila,�tWashington Boulevard 8188 (206) 433 -1849 •tc.iz.Cl a c. ---- . Type of Inspection nte,re -, p Date WantedQ � a.m Site Address -,= / . n Project 550CA.ct, G�' . r cTe -P-AS Requester .p4 . lil0 -e_C — Phone # 7,7 . -Z 737 Special Instructions 0 C;J'u� ae- �L v �aC_ . CP/i�2C��i t4 F b h ‘:s c...' . (J Inspection Results /Comments: c5fiZe , r� Inspector PERMIT # Date Date —10•— 6 ` 'S4 tlitY,CIiWastIVAlaz rbitbsois sT3VYYnovzsa.Atn .. flits omonn..3∎AttvItivrentftsv Ngctam itM..s6ituYl neAk43tinWstAtZS C44P. R7AN: 1. I MAS'ttWaVkl'.YNANailente.ersta bAltloneiilleek?InttUoimttself AvilatIs tee.AnttJ":s011dUltrila(A'3t -9911" tt Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Inspection Results /Comments: e42./ � e --2-/(n -, Type of Inspection • • Date Wanted 3-- 3o- p .m. Site Address r I , ,/, O • / � Project -� , • . ,4 Requestor Fc C • c Phone # '7 `7 7 — Y 7 .� Special Instructions Q� -r► �- • N4-^ 71/19 INSPECTION RECORD G� PERMIT # r 2--1 Date 2-9' _ _/ 0 6'" ; 1t7-^ �'a7GCG Date 73 —. — �/� if iritittaterla*Ttwarret ramt:nsuruyinw CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /1'p c.4•' -. Special Instructions C'„7- /3 Site Address 33,e, / Sn Requestor Inspection Results /Comments: Inspector mm� INSPECTION RECORD PERMIT # cS / ?.), Date '3 _ -2-r� G' Date Wanted Project, Phone # a :1n. -.- ,..•.Tye —f"'y' '.rrr. 7-7-t • rtym %' ° 'n, r.""t^ rr . 791.7 7ril ,' ,,. ■t • "'"`'4 wq City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L :,VanDusen, Mayor Needs shift inspection Sprinklers: Fire Alarm: 4% Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ; r,r, t %;J 1C < / � 5 Address 4 Suite # Retain current inspection schedule / Approved without correction notice Approved with correction notice issued Authorized Signature Date Control No. Permit No. FINALAPP.FRM T.F.D. Form F.P. 85 Specimen Na. 474:n Type Te.t p Dey� Reoistsr Number Dote Reed. Dots Tested Total Load Area Unit Lood PSI Report No. 7 A 6 x 12 cyl * * 7 7957 8/10 8/16 88.500 28.2j 3130 9 B 28 7953 9/6 99,500 3520 14 C :45 7959 9/Z3 114,500 4050 16 D 7 7960 8/16 9/6 86.000 110,500 J040 3410 9 14 E 28 7961 F :45 7962 9/23 120,000 4250 16 Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 8 / 9 , 19 90 Job. No. CA 634 Client: GLY Const. Project. Associated Grocers Address. 3301 Norfolk Contractor: GLY Sub- Contractor: Architect. CNA Engineer: MBF Concrete Supplier: Weather: C lear Location of Concrete Placement: Structural grQund slab – dock 1 nve1 Pr wa 1 1 anti dock bumpers. Coarse agg. size 3/4 Ocean Cast by Harry Ness 4000 Type: • Temp. high: 70 Temp. low. PSI @ 28 days Slump: Note Low Test: Cylinders Held for 45 Day Test Remarks: II onstruction Inspection 9 Related Tests P.O. BOX 3443 KIRKLAND, WASHING1 ON 98083 (206) 820— Pl. PERM' tT N 511 Strength Requirement: Cement Type: I No. of socks• design mix Entrained Air Admix, Amount: 6 % Brand Daratard Admix, Amount: Brand: natural Fine Agg. Size. blfig. FRANK W. CARLSON Specimen No. Specimen Type Test (i Days Register Numbs, Dote Recd. Dot. Tested Total Lood Arso Unit Load PSI Report No. 8 A 6 x 12 cyl 7 8008 8/30 9/5 85,500 28.27 3020 13 B 28 8009 9/26 125,500 4440 17 C 28 8010 9/26 125,000 4420 17 D 7 8011 9/5 83,000 29.0 13 E 28 8012 9/26 123,500 4370 17 F 28 8013 9/26 123,500 4370 17 f Carlson Associates P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 REPORT OF CONCRETE TEST SPECIMENS (206) 820 -1018 Date Molded: 8 / 2 9 , 19 9 Job. No. CA 634 PERMIT NO 60 32 Client: GLY Const. Co. Project: Associated Grocers Address: 3301 S. Norfolk Contractor: GLY Sub-Contractor Architect: CNA Engineer MBA Inc. Concrete Supplier: Ocean Weather: Overcast Temp. high: 67 Location of Concrete Placement: Concrete apron in entirety' sstruction Inspection & Related Tests Cast by Mark Jeong Temp. low. Strength Requirement: 4000 PSI @ 28 days Slump 5 Cement Type: I No. of sacks. 6 l 1 / 2 Entrained Air Admix, Amount: Brand: B ran d : WRA Admix, Amount: Brand AEA Coarse agg. size: 7 / 8 Type: natural Fine Agg. Size. bldg. Remarks. FRANK W. CARLSON I. • 1 11 Mahan &DeSalvc CONSULTING ENGINEERS January 31, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Structural . -er rn ri- 5 q 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 FEB 2 11 ?0 Regarding: 89 -T -19 (Associates Grocers, Phase 1A & 1B Only) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. 1. In the Structural Notes remove statement referencing submittal of shop drawings to the City for review. The City's policy regarding shop drawings has been clarified as follows: a. On drawings, in a separate section of the structural notes, list specific elements which require drawings and design calculations by others. b. Note on drawings, that after review of the above listed work, the Engineer of Record shall submit a letter to the City confirming that these drawings and /or calculations have been reviewed and are compatible with the basic structure. 2. Clarify spacing of ties in top of piles, as shown in sections on Drawing S2.1. Since piles have potential for supporting lateral loads at top, provide tie spacing as required for columns. 3. Calculation Sheet 1 to 4, submitted with comments of January 24th, indicates that a steel wall column ranging in size from W24x68 to W12x170 is required. Indicate required spacing of columns and where columns are referenced on plans. 4. Combinations of fixed end moments for design of roof joist and girder do not include consideration of Section 2303(f) load combination 2. Total dead and live load plus total wind or seismic. 5. Provide details and structural design calculations for new exterior walls. Also show detailed connections to foundations and roof beams. Details shown on architectural drawings are not structurally complete and no calculations have been submitted. January 31, 1990 City of Tukwila Re: 89 -T -19 Page Two Please have the itemized letter and one copy of inquires are. to Sincerely, 6 u Bridget Smith JCD:2 cc: CNA Group 3050 - 152nd Avenue NE Redmond, Washington 98052 applicant respond to the above comments form and resubmit two copies of revised revised calculations, as required. All be directed to our receptionist in drawings status ahan &©eSalvo •. Carlson Associates 9/21/90 City of Tukwila Bldg. Dept. 6200 Southcenter Blvd. Tukwila Wa. 98188 Re: Associated Grocers 3301 S. Norfolk - Seattle Permit # 5929 - Job # CA 634 P.O. BOX 3443 KIRKLAND,'WASHINGTON 98083 (206) 820 -1018 We certify that all required inspections have been made and that to the best of our knowledge all items under surveillance comply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made between 7/9/90 & 9/18/90 on the above project. "..........;,.,.....ham... INSPECTOR DATE REPORT t s j oG- , .1 • - �P / 1 /3/U 1 ' ..1 iv -, / j. 44 I i0i .S • / I / .0. 1 ' S` - -"' ' ' . / i i 4 , - 1 ,, ., r 2. 1 .. / , .. . to ._ , • r riff ell Ike a°'1 <• a 005-21, . ,3> II o - .4 . I/ A iri / 41 ..• ,i/c - .. r 4 e‘+ / °r // _ e - ' ¥RQ/1.!j 1 / � .► ( , /Ai �V1 f n/91)/Na- s -... "rr 1 f e - r .40 4,04171 /4,66.0 (r 2A) a -r 1t.." pa040H. ! . • ! �r l es eeks T 3 v0.2 7tS7 dit $ /4-0 aa ..; 1 . .c. fl .n - > . / 14 ,t ( - - Zvrxr+1) r%t reV( � �c U7' ,74.,)p( - .. ,. n - e „ - , -. ,: ,. elf i ex,C Zip • 1 7 -le - 70 L 9n >3 O _fr QeT. h 5 / 777-G. Carlson Associates INSPECTION REPORT OF CONCRETE 0, STRUCTURAL STEEL 0, PROJECT ASSDA+/A7L-b aswe3/l/S ''F 1. L- 491J/I/d /V t1 JOB NO. PERMIT NO ✓ / f ADDRESS ??4/ 5_. //Z b ' , $ 0 FABRICATOR ' / dEl CONTRACTOR & Is . • �/ ARCHITECT 1. • AJ 4. Alai/714.7S ^ onstruction Inspection 9 Related Teats P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820-1018 INSPECTOR DATE REPORT 4. ✓4 Al"" NS1 1''f) i / o ! r. / tt- Q rf,"9 /2s; rf /711 th diir PI 1 IA! ph457 l l w AVAIL DN L" (.' .ym 7- Z3 -76 44-5 Jia er,0?3•rr fI 7 Ark_ jII - ,H) . v4I -q o & � ; , : . Ge t &in. 1 ,1/4 piAiAl - p4,4.0 if . frAlf.* fltr7 ep,e2„ tl7t . ..'*,4_a M . , 144A 6- . I:, I A., L i / /.A // . / / ,! .i' ' , /, / 0 0 Aib. . _ .. 1 14 �f i4 44 /A at4-11 , r - fir.. PA 714. /'1- / j ail , r - A d - � . ' g ri S 4 .34.' .2ro cseelae t 7 4 . E d Y 1 H a, $Obt rL . P.vtr T4 .. k.a _ egeav ! �t/t7: _ ' _Off _ i / a d [ e,.i'l T 4 ' ~' . I ' -a Q / ! .- 1, (5 9//i•-r (t se PLio,dG �Vir4_lde.sal aded1.e 'tt L^Trt , Cwl IA) • L - / ... .I, . ...- ._ t a!, . - :... . -' .. , . .. A..--, 1rrE ? IJ*..tt s!G'Ftu eAtikJCt4' ... be c_ re, - Ed. 74 n+ Na 7, i ' r . Ce9... b - A Ca Sra wCL c� k (- 3 - U .ar .. �'r. .. ..de .4--L4 ( 9, pi (' O , Gs __ ___.____ _ ...... _ . . _ __ .... -_ - _.._ .._. _.._ Carlson Associates PERMIT NO. ARCHITECT LC/Q3.Z, ADDRESS 4 s e A //4' Atai FABRICATOR CONTRACTOR INSPECTION REPORT OF CONCRETE 0, STRUCTURAL STEEL 0, PROJECT ..50e127f,4 6 7( 4II r /i*`f. 3 d AJPQ/7 /Lo IV JOB NO. Construction Is tion 8 Related Tests P.O. 90X 3443 KIRKLAND, WASHINGTON 98083 (206) 020 -1018 / , 1 1T INSPECTOR D DATE R REPORT • ./ f. e ... C Specimen No. Specimen Type Test j Days Register Number Dots Reed. Date Tested Total Load AfeO Unit Load PSI Report No. 3 A 6 x 12 cyl 7 7867 7 -19 7 -25 115,500 28.27 4090 3 B 28 7868 8 -11 C 28 7869 8 -15_ D E F arlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded. 7 -18 g 19 90 Client. GLY Project: A.G. Phase 1 Addition 3301 S. Norfork Seattle Location of Concrete Placement. Job. No CA 634 Address. Contractor: GLY Sub- Contra for - _ 19 9 1 Architect: CNA Arch G p Engineer: , ... 7, t' 3 p . i •'r; = --, .,` ` •r`y;: '. 4 i L. A Concrete Supplier: Ocean Const . Cast by• � • - `Nta r rtpo Ramp slab entirety. nstruction Inspection & Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5929 Weather: Fair Temp. high: 75 Temp. low. 4" 4000 Strength Requirement: 000 PSI @ 28 days Slump. Cement Type: I No. of sacks. 6 1 / 2 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse egg. size: 7/8 T ype: Natural Fine Agg. Size. Bi dg. Remarks: FRANK W. CARLSON Specimen No. Specimen Type Test (i Days Register Number Dam Reed. Dam Tested Tool Load Ara. Unit Load PSI Report No. 2 A 6 x 12 cyl 7 7843 7/12 7/18 51,500 28.2, 1820 3010 2 6 B 28 7844 8/8 85,000 C 2 8 7 84 5 Q / $ 86,000 3040 6 D E F Carlson Associates I . REPORT OF CONCRETE TEST SPECIMENS Date Molded: 7/11 , 19 90 Job. No CA 634 PERMIT NO. 5929 Client: GLY Const. Co. Associated Grocers Project: Address: Contractor: Architect: 3301 S. Norfolk GLY CNA Sub Engineer: Concrete Supplier: Ocean Cast by Contractor instruction Inspectien S Related Tens P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Weather: Fair Temp. high: 8 Temp. low. Location of Concrete Placement. Added loading dock ramp wall Strength Requirement: 3000 PSI @ 28 days Slump. 4" Cement Type: I No. of sacks• design mix Entrained Air Admix, Amount: Brand: Admix, Amount: Brand Coarse agg. size: 7/8 Type: naturi)l Fine Agg. Size. Remarks. bldg. 9b FRANK W. CARLSON Spscimsn No. Spseimsn Type Test Q Days Register Numbs, Dots Rse'd. Daft Tsstsd Tool Load Af Unit Load PSI Report No. 4 A 6 x 12 cly 7 7946 7 -eft R -3 81.500 28.27 2880 4. B 28 7907 8 -24 C 28 7908 8 -24 D E F 4 CEP,1IM arlson Associat e AUG 101990 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 7 - 27 , 19. 9 Job. No. CA 634 PERMIT NO. 5929 Client: GLY Project: Associated Grocers, Phase 3B addition Address. 33 S . Norfolk, Seattle Contractor: GLY Architect. CNA Concrete Supplier: Location of Concrete Placement. Strength Requirement: Admix, Amount: Coarse agg. size 7/8 Cloudy 3000 Brand: Type: CITY OF TUKW A PLANNING DEPT. Natural Sub- Contractor: Enginstx: M.B.F. Inc. Cast by: Mark Jeong Weather: Cloud Temp. high: 68 Temp. low: Grade beam on S from 1 o A + , _ _ - f • • on 11 from 1 to 7A + 12' also wall on 7A.5 from S to S 30'. PSI @ 28 days Cement Type: I No. of sacks. Design Entrained Air k. ,nstruction Inspection 9 Related Tens P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Slump: 5" Admix, Amount: Brand: Fine Agg. Size. Bldg. Remarks: FRANK W. CARLSON Sp.cim.n No. Sp.cim.n Typ. Too (i Cloys R.pi st., Numb., Dote R.c'd. Dot. Tooted Total Lood Ar.a Unit Lood PSI R.poit No. 7 A 6 x 12 cyl * * 7 7957 8/10 8/16 88.500 99.500 28.27 3130 3520 9 14 B 28 7991 9/6 C :45 7959 916 D 7 7960 8/16 9/6 86,000 110 3040 ('39i) 9 14 E 28 7961 F :45 7962 9/6 Carison Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded. 8 / 9 , 19 90 Job. No CA 634 Client: GLY Const. Project: Associated Grocers Address. 33 Norfolk C onstruction Inspection & Related Tests P O. BOX 3443 KIRKLAND, WASHING1 ON 98083 (206) 820 -1018 PERMIT NO. 5929 Contractor: GLY Sub- Contractor Architect: CNA Engineer: MBF Concrete Supplier: Weather: Clear Location of Concrete Placement• dock bumpers. 0cpan Cast by: Harry News Temp. high: 70 Temp. low. Structural ground slab — donk 1evplpr wall and Strength Requirement: 4000 PSI @ 28 days Slump. 5" Cement Type: I No. of sacks• design mix Entrained Air Admix, Amount: 6% Brand: Daratard Admix, Amount: Brand. Coarse agg. size: 3 / Type: natural Fine Agg. Size: bldg. Remarks: Held for 45 Day leituom Note Low Test: Cylinders SE.P 18 'HO 1 FRANK W. CARLSON Specimen No. Specimen Typo Test. Days Register Number Dote Reed. Dote Tasted Totel Load Are. Unit Load PSI Report No. 1 A 6 x 12 cyl 7 7802 7/10 7/16 51,500 28.27 1820 1 * B 28 7803 8/6 60,000 2120 5 C 49 7804 8/63 ,2 7 6 0 i`; . , , Co E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Data Molded: 7/9 , 19 9 Client: GLY Const. Co. Project: Associated Grocers Address: 3301 S. Norfolk Contractor: GLY Architect: CNA Concrete Supplier Ocean Strength Requirement: 3000 Cement Type: I Admix, Amount: Brand: Coarse ogg. size. 7/ Remarks• Type: Job. No CA 634 Sub- Contractor: Engineer. Cast b Admix, Amount: aeashwetiett Inspection S Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Contractor PERMIT NO. 5929 Weather: Fair Temp. high: 80 Temp. low. Location of Concrete Placement. Footing addition to existing ramp PSI a 28 days Slump 11 No. of socks• design m Entrained Air Brand. natural Fine Agg. Size: bldg. NOTE LOW TEST. q/0/9 , A x-41 t w ILL. �Q PwvN -t-� 4 4 (dt-mA. W tiel.) FRANK W. CARLSON Specimen No. Specimen Type Test @ Days Register Number Dote Reed. Dote Tested Total Load Area Unit Load PSI Report No. 4 A 6 x 12 cly 7 7906 7 -28, 8 -3 81,500 8.27 2880 4 B 28 7907 8 -24 95,500 3380 11 C 28 7908 8 -24 95,000 3360 11 D E F V \-/ Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded. 7 - 27 , 19 9 Client: GLY Project: Address: Contractor: Architect: CNA Concrete Supplier: Associated Grocers, Phase 3B addition 3301 S. Norfolk, Seattle GLY Sub- Contractor: Cloudy R UG Z1 1990 Weather: Cloudy Temp. high: 68 Location of Concrete Placement. Strength Requirement: 3000 Cement Type: Admix, Amount: Coarse agg. size: I 7/8 ----_ / !nstruetion •Inspection 9 Related Tests IiIfii 00 .0. BOX 3443 KIRKLAN WASHINGTON 98083 CITY OF T UKtiViLA 2 06) 820 -1018 PLANNING DEPT. Job. No. CA 634 PERMIT NO. 5929 Engin�K: M.B.F. Inc. Cast by: Mark Jeong Temp. low. Grade beam on S fom 1 o } e on 11 from 1 to 7A + 12' algo wall on 7A.5 from S to S + 3 PSI @ 28 days No. of sacks. Design Slump: 5" Entrained Air Brand: Admix, Amount: Brand. Type: Natural Fine Agg. Size' Bldg. el Remarks: FRANK W. CARLSON Specimen No. Specimen Type Test e Days Register Number Dote Recd. Dote Tested Total Load Arlo —1-- Unit Load PSI Report No. 5 A 6 x 12 cyl 7 7924 8/4 8/10 69,00 28.22 2460 7 B 28 7925 8/31 100 3560 12 C 28 7926 8/31. 100,000 3530 12 D E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded. 8 / 3 , 19 9 Job. No. CA 634 PERMIT NO. 5929 Client: G.L.Y. Const. Project. Associated Grocers Address. 3301 S. Norfolk Contractor: G.L.Y. Sub- Contractor. Architect: CNA Engineer, MBA Inc. Concrete Supplier: on line 7. Ocean Weather: Clear Temp. high: 65 Location of Concrete Placement. 9 dock leveler slabs & 30' section of retaining wall Strength Requirement: 50 O° PSI @ 28 days Slump. Ott Cement Type: I No. of sacks: design mix Entrained Air Admix, Amount: Brand: Admi Amount: Brand. Coarse agg. size: 3/ Type: natural Fine Agg. Size. bldg. Remarks. SEP 6 1990 CITY c.... PLANNING Di,. i. T instruction Inspection B Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Cost by Harry Ness Temp. Iow• FRANK W. CARLSON Specimen No. Specimen Type Test Q Days Register Number Date Reed. Dot. Tested Total Load Afea Unit Load PSI Report No. 5 A 6 x 12 cyl 7 7924 8/4 8/10 69,500 28.27 2460 7 B 28 7925 8/31 C 28 7926 8/31 D E F Project. Address: arlson Associates Associated Grocers Contractor: G.L.Y• Architect: CNA 3301 S. Norfolk A CITY OF I LJKWILA PLANNING DEPT Job. No. CA 634 Ins ruction Inspection t9 Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded: 8/3 , 19 90 PERMIT NO. 5929 Client. G.L.Y. Coast. Sub- Contractor Engineer: MBA Inc. Concrete Supplier: Ocean Cost by Harry Ness P,O. BOX 3443 IRKLAND, WASHINGTON 98083 (206) 820 -1018 Weather: Clear Temp. high: 65 Temp. low• Location of Concrete Placement: 9 dock leveler slabs & 30' section of retaining wall on line 7.5 Strength Requirement. 4000 PSI @ 28 days Slump: 4" Cement Type: I No. of socks. design mix Entrained Air Admix, Amount: Brand: Admix, Amount: Brand Coarse egg. size: 3/ Type: natural Fine Agg. Size. bldg. Remarks. FRANK W. CARLSON Specimen No. Specimen Type Test (I Days Register Number Dote Redd. Dote Tested Total Load Area Unit Load PSI Report No. 3 A 6 x 12 cyl 7 7867 7 -19 7 -25 115,500 28.27 4090 3 B 28 ?868 8 -15 140,000 4950 8 C 28 7869 , 8 -15 139,000 4920 8 D E F Qv 4 Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded. 7 -18 , 19 90 Job. No. CA 634 Client. GLY Project. Address. Contractor: Architect: Concrete Supplier: A.G. Phase 1 Addition 3301 S. Norfork Seattle GLY CNA Arch Gp Weather: Fair Temp. high: 75 Temp. low. Location of Concrete Placement. Ocean Const. Ramp slab entirety. Sub-Contractor Engineer. Cast by Mark JPong Strength Requirement. 4000 PSI @ 28 days Slump• tt Cement Type: I No. of sacks• 6 1/2 Entrained Air Admix, Amount: Brand Coarse agg. size: 7 / 8 Type: Natural Fine App. Size. Instruction Inspection r9 Related Tens P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5929 111 tie. Admix, Amount: Brand. Remarks. 41n AUG 21199i CITY OF 'i UKWILA FRANK W. CARLSON Specimen No. Specimen Type Test (i Days Register Number Dot. R.erd. Dot. Tested Tool Load Area Unit Load PSI Report No. 7 A 6 x 12 cyl 7 7957 8/10 8/16 88.500 28.27 3 9 8 28 7958 9/6 C 28 7959 9/6 D 7 7960 8/16 86 Q 0 3040 9 E 28 7961 9/6 F 28 7962 9/6 0 Carlson Associates REPORT OF CONCRETE TEST SPECIMENS 8 / 9 ,19 90 Date Molded. Client. Project: Address. GLY Const. Contractor: GLY Architect: CNA Associated Grocers 3301 Norfolk Concrete Supplier: Ocean Weather: Clear Location of Concrete Placement. dock bumpers. Job. No. CA 634 Sub- Contractor: Engineer: MBF Temp. high: nstruction Inspection it Related Tests Cast by Harry Ness 70 PSI @ 28 days Slump. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. : 59 2 9 Temp. low. • • • . _ . - .. . - - - _ . . Strength Requirement: 4000 Cement Type: I No. of sacks• design mix Entrained Air Admix, Amount: 6% Brand: Daratard Admix, Amount. Brand. Coarse agg. size. 3/4 Type: natural Fine Agg. Size: bi rig 5 1 Remarks. FRANK W. CARLSON Coplee gate Description I 5 :- 21 -70 A cu&# (�Q OrT ....�� 01 te.1-4ie P.01 FROM Terra A 869 -9173 Letter of Transmittal WE ARE SENDING YOU: Attached the following: THESE ARE TRANSMITTED FOR YOUR: Information CI Fitts O Approve, REMARKS: P-ef rn 59Q1 TERRA ASSOCIATES, Inc. Consultants in Geotechnicat Engineering, Geology and Environmental Earth Sciences TO: _ r ..Lr . e. Lb e c d - DATE: 6 - 2 7 `tO Cettl 1 ^0.+► k YpU..L'ij JOB NO.: PROJECT: A s 61 AI art 0 t t S'pa AMY :oac 77-88!a 0 Under separate cover via 0 Review and Comments 0 Signature t Duktiot PA:Ajzuti J 0 Use • P.02 FROM Terra A 869 -9173 le ishe erwo Mr. Jim Troxel Supermarket Development Corporation 10700 Meridian Avenue, Suite 406 Seattle, Washington 98133 Subject: Observation of Augercast Pile Installation Additions to Perishable Products Warehouse Associated Grocers, Inc. Tukwila, Washington Dear Mr. Troxel: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences May 21, 1990 Project No. T -914 -3 As requested, we observed the installation of augercast piles for the additions to the Perishable Products Warehouse presently under construction at the Associated Grocers distribution center south of Boeing Field. We earlier conducted a geotechnical engineering study for the project and presented the results in a report dated December 7, 1989. We then provided you with recommendations for various augercast pile capacities in two letters dated March 7 and April 6, 1990. The pile installations were performed on April 10, 1990, and consisted of drilling a total of twenty -two piles for Phases 3B and 4 in the north side and the addition in the southeast corner of the existing building using a drill -rig operated by Riedel International. The 18- inch diameter holes were drilled and extended down through the miscellaneous fill and loose native soils below the buildings. During the drilling operation, we verified that the piles were extended a minimum of twenty feet into the dense sands below. The minimum embedment for the three 60 ton piles (Piles Nos, 7,10 and 11) was twenty three feet. The above embedments were in accordance with the recommendations for augercast piles given to you earlier in the above two referenced letters. Each hole was pumped full of grout as the hollow -stem augers were slowly withdrawn. One No. 11 reinforcing bar for the full depth and a 15 -foot long steel cage consisting of four No. 10 rebars were inserted into the grout column shortly after grouting was complete. Also, based on the pump stroke counts and the grout heads noted during the grouting of the piles, we conclude that each hole was filled with an adequate amount of grout. The piles were drilled at the locations shown on the three foundation plans for the buildings prepared by MI3F, Inc. dated March 9, 1990. Mr. Jim Troxel May 21, 1990 Anil Butail, P.E. President The pile depths ranged between approximately 33 and 40 feet below the existing grade (Approximate Elev. + 7) for . these buildings as presented on Table A. The locations of piles are shown on the attached Figures 1, 2 and 3. Based on our site observations, it is our opinion that the piles will provide the design load capacities of 55 and 60 tons per drawings furnished to us. We trust this summary of our observations of the pile installations is sufficient for your present needs. We will continue our construction monitoring services for the project, as required. If you have any questions concerning the work reported herein or if you require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. MM /AB:slp Encl: Figures 1, 2 and 3, Pile Location Plans Table A, Augercast Pile Installation Summary Mi. Peggy Confer, MBP Mr. David Brown, CNA Project No. T-1143 Bast E 1 ! raOT1��s1 K1 M _iv . r /.,a TERRA ASSOCIATES Geotechnical Consultants • 1 ► �i •4 cam Cw�rrKUt1 W w •♦ 1� ` 4 w �I M/#e. i►,nf j911.14 by L_ • r Mug TrAt� 11414•44 veh.s. Proj. No.914 -31 Data. 4190' ' Flours 1 Legend 111,1 P11e Location and number. .Ret: Foundation Plan,eheet 81.2 by MBF,dated 3 -9-90. • Pile Location Plan BE Bolding Addition Psrlshable Foods Warehouse,8eattle,Wash. 4 at, 1 1 MOM 14 lowg. u,c '1; Zr Z 10. t � g` e TERRA ASSOCIATES Geotechnical Consultants A D - 7 11$ 1 . 3 ...,. Le,Rend , • 14 Pile Location number. Ref: Foundation PIan.8heet'B1.3 by MBF 3-9-90. Pilo location Plan Phase 313 Addition Perishable Foods War.housi, Seattle, Wash. Prof. No. 914-3 Oats 4/00 Figure 2 (1. TERRA ASSOCIATES Geotechnical Consultants .41111011■• • 18 Pile Locadon number Foundation Plan,Oheit 81.4 by MIN,datod Pile Location Plan Phase 4 Addition Perishable Foods Warehouse, (wattle, Wash Proj. No.914-3 Doe 4/90 Figure 3 TABLE A Augercast Pile installation Summary Associated Grocers, Inc. Perishable Warehouse Additions Tukwila, Washington Grout Pile Date Depth Elevation (ft) Embedment Vol (ft') No. Drilled (ft) Top Bottom (ft) (A) 1 4 -10-90 33 +5 -28 20 733 58.3 126 2 4 -10-90 37 +7 -30 20 78.9 65.4 120 3 4 -10-90 37 +7 -30 20 75.2 65.4 115 4 4 -10-90 37 +7 -30 20 81.7 65.4 125 5 4 -10-90 36 +7 -29 20 76.1 63.6 120 6 4 -10-90 37 +7 -30 20 723 65.4 111 7 4 -10-90 40 +7 -33 23 80.8 70.7 114 8 4-10-90 35 +7 -28 20 77.0 61.9 124 9 4 -10-90 37 +7 -30 20 74.2 65.4 113 10 4 -10-90 40 +7 -33 23 83.6 70.7 118 11 4 -10-90 40 +7 -33 23 853 70.7 121 12 4 -10-90 37 +7 -30 20 78.0 65.4 119 13 4 -10-90 37 +7 -30 20 67.6 65.4 103 14 4 -10.90 37 + 7 -30 20 78.4 65.4 120 15 4 -10-90 37 +7 -30 20 83.0 65.4 126 16 4-10-90 35 +7 -28 20 66.7 61.9 108 17 4 -10-90 36 +7 -29 20 75.2 63.6 118 18 4-10-90 37 +7 -30 20 68.6 65.4 105 19 4 -10-90 36 +7 -29 20 70.5 63.6 111 20 4-10-90 36 + 7 -29 20 70.5 63.6 111 21 4 -10-90 36 +7 -29 20 743 63.6 116 22 4 -10-90 37 +7 -30 20 75.2 65.4 115 Mao: 1. All piles have a nominal diameter of 18- inches. 2. All piles have a design capacity of 55 tons, except Pile Nos. 7,10 and 11, which were designed for 60 tons. 3. All piles were reinforced full -depth with one No. 11 rebar and a 15 feet long cage consisting of four No. 10 rebars. 4. The grout volumes were estimated based on a pump calibration sheet provided to us by the contractor; (1 stroke • 0.94ft Project No. T-914-3 Theoretical vol ) Ratio % (NO ,r• �!�fe tt1 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Jim Troxel Supermarket Development Corporation 10700 Meridian Avenue, Suite 406 Seattle, Washington 98133 Subject: Earthwork Observation and Testing Additions to Perishable Products Warehouse Associated Grocers, Inc. Tukwila, Washington Dear Mr. Troxel: At the request of OILY, during March and April 1990, we conducted periodic field and laboratory density tests on the fills placed in the building pad, dumpster dock and parking areas. Twenty -three field density tests were performed at the locations noted on Table A. The test locations and elevations were approximately determined by pacing and hand level measurements. Tests were performed in general accordance with ASTM D -2922 (Nuclear Gauge Method). The test results are reported on Table A. Representative samples were returned to our laboratory for Maximum Density Tests in general accordance with ASTM D -1557 (Modified Proctor). The results of these latter tests are presented on Table B. In general, the slab fills were compacted to at least 90 percent density below the one foot depth. Generally, the upper layer was compacted to 95 percent density. We appreciate the opportunity to provide these services. If you have any questions concerning our observations or test data, please call. Sincerely, TERRA ASSOCIATES, INC. Anil Butail, P.R. President End: Table A, Field Density Test Table B, Laboratory Maximum Density Data June 14, 1990 Project No. T -914 -3 • 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821.7777 • FAX 821.4334 • 7 10'S,4'WofNE corner of ramp 10 Middle of dumpster dock -1.5 TABLE A Eight Dgggity_Igsaumlis Associated Grocers, Warehouse Tukwila, Washington. Teat Depth Soil Moisture Dry Relative lift, Location JILL Content (%) Density (pcl). Compaction 1%) Notes 1 22'S, 40'W of SE 0.0 A 6.7 1353 97 Parking lot Subgrad corner of existing bldg 2 30s, of SE . B 5.8 137.0 95 Parking lot Subgrad corner of existing bldg 3 60'N, 87'E of SW 0.0 A 6.9 132.1 95 Puking tot subgrad corner of parking lot 4 40W, 33 of SE 0.0 B 6.2 144.7 97 Parking lot subgrac corner of parking lot 5 25'S, 4'E of NW -1.5 B 6.7 139.1 97 Footings, duropster comer of ramp dock ramp 6 21'S, 4'W of NE -13 C 7.9 127.2 95 Footings, dumpstei corner of ramp dock ramp -1.5 C 7.8 1303 97 Footings, dumpste dock ramp 18 4W of SE -1.0 C 8.0 128.1 96 Footings, dumpst4 corner of ramp dock ramp G'N, SS of SW -13 B 9.1 1409 98 Footings, dumpste COMM' of ramp dock ramp 6.7 137.3 95 Dumpster Dock 11 5'S, SW of NE . -1.0 B, 7,7 135.4 94 Dumpster Dock dock corner 12 SN, SW of SE -2.0 A 6.6 133.7 96 Dumpster Dock dock corner 13 SN of dumpster dock PG B 5.6 19.7 97 Dumpster Dock on ramp 14 2311,1SE of SW corner -1.0 D 7.5 1353 95 Bldg Pad 15 SN, 15'E of SW corner -0.5 D 6.6 1353 95 Bldg Pad Project No. T-914-3 TABLE A F1 1d Density Test Re Test Depth Soil Moisture Dry Y u...K SC L ypt _ ant n` --1 r CDPAI (E-(I 16 MI, 3f1E of NW corner -1.0 D 7.3 135.3 95 Bldg Pad 1310 92 Bldg Pad 11 10'5,15'W 8.5 . of NE corner •1.5 D � Bldg Pad 50'S, 15'W of NE corner -10 D 8.0 135.0 1383 97 Bldg Pad 15'N, 15 of SW corner R3 D 8 l 20'N, 30'E of SW corner FO 21 15'S, 30'W of NE corner PG (t/ Carlson: Associates 6/14/90 City of Tukwila Bldg. Dept. 6200 Southcenter Blvd. Tukwila Wa. 98188 Res Associated Grocers, Phase 1 Phase 1 A 3301 S. Norfolk, Seattle Job # CA 634 Permit # 5929 Sincerely, AI/ e Rachel Carlson CC: GLY C onE%t . P,O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 We certify that all required inspections have been made and that to the best of our knowledge all items under surveillance comply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made between 3/16/90 & 6/12/90 on the above project. This concludes inspection on permit # 5929• Co.. .uw11aa 0661: S 0 in r �f1IM��1n� :10 MAO G .3nia3a RECEIVED JUN 1 01990 GALL LANDAU V011Nr. tailson Associates 6/14/90 City. of Tukwila Bldg. Dept. 6200 Southcenter Blvd. Tukwila Wa. 98188 Re: Associated Grocers, Phase 1 Phase 1 A 33 S. Norfolk, Seattle Job # CA 634 Permit # 5929 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 lIll l5 ER 1J 1 JUN 18 1990 CITY OF TUKWR-A PLANNING DEPT: We certify that all required inspections have been made and that to the best of our knowledge all items under surveillance comply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made between 3/16/90 & 6/12/90 on the above project. This concludes inspection on permit # 5929. Sincerely, Rachel Carlson CC: GLY Const. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 IP PECTION REPORT OF CONCRETE 0, STRUCTURAL STEEL ❑, / CI fDC�AT�D r f'/S / 09/M1_ L P t //7 D�lm NO. 624 i 3 9' i ARCHITECT C.c AM-; `i o a/ 7 .c75 Shake ❑ CONTRACTOR Carlson Associates PERMIT NO. ADDRESS � / - �UO/t . ?C7 (A- fylif7 -71. ❑ FABRICATOR 6 _ y L. L A' X / / ' T . • A �♦ / i /. i• / L. - a.. • L i• n � ••• rI J. .. . /.•/.. 'it.... r / / .. Al / 1_ .r • L,. .i • .. I , _.i# ) /.04. • • ',• - A/0 •,. • I • .• • , r i,I 1. /A.2 . / •r. • - / . i d i/ I 4_ M I err ,J0 /I► I • tC.irs.D 0 rh/ al St" ,w 7.14/7") � wok? to a.L 40 p I_ c . f/w / , q k - • _./•• ,. / 4- :.. r. .1•L fidgef.M.,"n __ZIP Z 7E per, c°oe� !/r. i• � wrpitit, I f . 7"'r 00.1- MIA.) .N1dne.04fW MG- 4I /Ort l _e 1 O jdL _r ` INSPECTOR DATE a -moo Gail 40‘10 - - rH , �P4o A#dlef,A; 7L /lieu. 44Al 'U1'yt joyme, Dc rehtr eiss 7 C. <7 - 3 7a 5iO4 Sese7,lul74s REPORT mstruction Inspection & Related Tests /. INSPECTOR DATE — REPORT •f, 10 . clb TA 51ir2f'e% Avo, c P I A'Ci t*t. &oG,'{ . C.Actlivr C!C-VC _ t�'tjt, id PNCrt ikr-AtT C;LN &S IV t hill . 'z't , 1.... t Wthi . CANT ea tlttk ‘f000M It eL ,0 4*. C. �J S4 l btocc4r1 hg ktl ettio V ckelt. P : \) / 1* -': WC' • t /^ , : / #* 6 i e .$ ., E ' . ,, G /' L C* /* • k /' 1 , 4•k'k / 1 l i t � Z /' .. I �1 7 lc" #' .7 /,\* . P %&- - ttiltErrkplkgr , (...04 c.041t E (SA C -N eU E& STOL v) gi GbN C . 00191L fit, 9■, `(MP • sts' f 41 L/ !I .r� / . AL. .:tom► h G4)ft � . .44L.. at i " /D/ �� .� . / G � — 'ill P r pia / /Lt -. / i' ,/ i ✓it ' . i.- � / . i / - / T '. _' ...14 �• r/. �L . l.. Lr'. .Iti .r L-'/ _ ./ & &LIP .BLS A r// 1 1 I I I ! .-i . :4 .....,�r Sri / 14 11.. /N _ 4 it ■ ! .6.- - Al 4 .. a :� a' A lliP ..'i Si. ' .L T a .. / `T _ 7 / y • • -. I. ' . / 7 1 I. ' A /.. e-'L /Oil/ Ilt 11.( .e i ... .. ••- .1•T, . ai !t / ..rte ... - -.../. einkr :± .... t) -42`64 �r.�D14 s� m /L a; eK, T ittr 4 AA/ ; fea ob(pec■rci ? mm= . cif X2. Cu:N. ccmc.t' e. 4. 4.0.50 11 Prrvx °JOOO - 8/ -r etNm im - ceulG becvmh %.44:44 a4 p\ age 1 v � T- + ■U'vt.a‘ 4.1(4 ; .. b/" ; b/4* l . . /414 A" ' t ecy Cx Is/ A D -: CT M A x 'A11. iskahatrucvdc. a t e , Con.cc eke Paul lec Oc.ecto., Cov .s . C.asi'e.4 Co A(''C o *esk Nocieldtiste czion, - t 61 F For fotore a em. au Atc.eh w\. me.clr.ek.y .caJ, comet A;onh A .6 cvw';t cmfor U.PJ.G. — Ma fakriwex doca,r.er cow 4aut# be ercay.deA i- elvsk►r C $ c!besv e\..q) v., comrvvov6ry oc &e,r..', vv at keaok 125 / 'IL 5 ve-Nuilin of y cQr ti.e ctccl ‘4.24.1e Iv.r,(a,ec±e.cN 6 ec■' p wue 8 Col cuhcc.e; 9 a P4 i i 5' flu 'aw u d G Go v,c.4 + C SN et 4 14-X .. fey 't O v. • of Cie Vbc �8 e v tLG SG . I ap�.a..C� <1rtiG'.ti ©Cccx.N‘.. C=W- c d Carlson Associates P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 INSPECTION REPORT OF CONCRETE ❑, STRUCTURAL STEEL ❑ ❑ PROJECT f ESC r �J draDG '1 S, rkitsc. / A 4Opi pePA1 JOB NO M h(/ PERMIT NO. 5721 ADDRESS 3 3D) J . A/LP IX 5 79 It ARCHITECTL/•N,A ,4 �!'�/7f C7S a • FABRICATOR ❑ CONTRACTOR Construction Inspection 9 Related Tests e*--. y REPORT at DATE at likov 4vir avryrsI MI /41.4GZ oAJ Gib / 13srwax o1 1/2 2r2 _Z . - '• / i I .. / A.; ✓ /4W u • .. ' 7• ' �i ... 4 / /.., . &leeiM4 t S.M.t1-p j GSTad e/ .sti I.4 144 n if Tp pipiersogri v'j Q•Al e.oiS7t- I / - z7 - g l / P "1141 .c*- 4/4 »-, odsrs.c.. 4. N bie /6,1I( six G lde_4,7.1z Q Cis Cu.,•,r .N At vA) lades ✓iaPto / R lb tr, b. 1A 4f5704•L //44141 1 ' -N mott- f OGwsu _A 41 ' If/ .1111+1.. QSl iw s 1_ -- 7:•7. i 1 J N rarer r2cd7r4 ( j cliti)ffuG - & Dt. 6c, #24 r fv E / iti . - - 7 Cr- .. v}" _ ,h t 1 T 1 ♦ , -..... . 4. AI • , t . a , • ... At t. _' .• .. /t ./ A ,c.... Ors LA-P /° GA Cr-.1 a' ? / 6 e PC, 7 /t r'/k ed,.ve4LT'. ` J S' S'lir.7 ,av Am tiro t. P t- . ■ . • J A it I . f-.. - a._ AO `. ■ . • .. ' ..4W li >� 1741 mils mj cr ' .9/Q --L t- ad s # , % ( . . • / , r 4., /` . ',. t / /.' iJ .. , / ,i • . ' • / ' -' 1 r / i n / - i. i4F L - - . i , II. / / `M! - . A - . A : .. . . / PAve...i o I_ A .0.0if /40 ig lAgrifi d--/F40 /Paz) erm40 If / pax& / l�j //'zLe_ _ � j� ' `tAWit L ie4G'r eve7L/J`ir i &. 15: ?O, 4 PgreFitif0T.x. Carlson Associates P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 INSPECTION REPORT OF CONCRETE ❑, STRUCTURAL STEEL ❑ ❑ PROJECT f ESC r �J draDG '1 S, rkitsc. / A 4Opi pePA1 JOB NO M h(/ PERMIT NO. 5721 ADDRESS 3 3D) J . A/LP IX 5 79 It ARCHITECTL/•N,A ,4 �!'�/7f C7S a • FABRICATOR ❑ CONTRACTOR Construction Inspection 9 Related Tests e*--. y INSPECTOR DATE REPORT Spocinion No. SpoNaion Typo Toot a Days Rgista, T Numbs. Dote Rood. Dote Tostod Tool Load Moo Unit Load PSI Rop,, No. 10 A 6 x 12 cyl 7 7287 5/11 5/14 111,000 28.27 3930 15 B 28 7288 6/4 146,590 5180 20 C 28 7289 _ 6/4 146,000 5160 20 D E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 5/7 , 19 90 Client: Project: Associated Grocers Address: GLY Const. Contractor: GLY Sub Archit•d: CNA Engines Concrete Supplier: Ocea Cast by: Mark Jeong Weather: 3301 S. Norfolk Cloudy 4000 JUN 1 1 1990 wahwNt•w inspection • Related Testa P.O. SOX 3443 _._ .... ........J KIRKLAND, WASHINGTON 98083 CITY OF T'JKWILA (208) 820 - 1018 _ PLANNING DEPT. Job. No. CA ' 3 Pinta NO. 5929 Temp. high: 48 Temp. low. Location of Concrete Placement: Slab on grade apron entirety. Strength Requirement: PSI @ 2 days Slump: 5 Cement Type: I No. of socks: 6 1/2 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand: Coarse agg. size. 7 / 8 Type. Fine Agg. Size. natural bldg. Remarks: FRANK W. CARLSON Specimen No. Specimen Type Test. Days Resister Number Dete Reo'd. Dote Tested Teel Lead Ares Unit Lead PSI Repot No. 9 A 6 x 12 cyl 7 7214 5/4 5/10 87,500 28.27 3100 13 B 28 7215 5/31 118,500 4190 19 C 28 7216 5/31' 119,000 4210 19 D 7 7217 5/10 90,500 3200 13 E 28 7218j/31 122,000 4320 19 F 28 7219 5/31 12 4350 19 Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Dote Molded: 5/3 Client: GLY Const. Co. Project: Associated Grocers Address. 330 S. Norfolk Cuncrete Supplier. Ocean Location of Concrete Placement: 19 90 Brand : Admix, Amount: Coarse egg. size. 7 / 8 Type: natural II fli 71'�' J ! 1 4i 'i.: :.. JUN - 4 1999 0 CA 634 No. of socks• design mix Admix, Amount: ( ItuNectum S Relater! Tests Cast by: Mark Jeong P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PCNIIIT NO. 5929 Contractor: GLY Sub- Contractor Architect: CNA N: Weather: Fair Temp. high: 5 Temp. low. Slab on grade between lines 1 to.l' from D to K Strength Requirement. 4000 PSI Q 2 d ays Slump. 5" Cement Type: I Entrained Air Brand: Fine Agg. Size. bldg. Remarks: FRANK W. CARLSON Specimen No. Specimen Type Test P Days Register Number Data Recd, Date Tested Total Load Area Unit Load PSI Report No. 7 A 6 x 12 cyl 7 7160 4/25 5/1 98,000 28.27 3470 1,0 B 28 7161 5/22 1 29,500 4580 17 C 28 7162 5/22 129,000 4560 17 D E F 6; Carlson Associates, , L ' r�AY 311990 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4 , 19 9 Jo1;. , 6 Client GLY Const. Project. Associated Grocers Address: 3301 S. Norfolk St. Contractor: GLY Sub - Contractor: Architect: CNA Engineer: Concrete Supplier: Ocean Cast by. ,Tnthn P1 orPn Weother • Cloudy Location of Concrete Placement: Temp. high: 62 ( ^onstruction Inspection dr Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO, 5929 Temp. low. Slab on grade for dock leveler it on line K Strength Requirement: 3000 PSI @ 28 days Slump• 5" Cement Type: I N o, of sacks. 5 1/2 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size. 7 / 8 Type: natural Fine App. Size• bldg,_ Remarks' FRANK W. CARLSON Specimen No. Specimen Type Test p Days Raeister Number Dot. Rec'd. Dote Tested Total Load Area Unit Load PSI Report No. 8 A 6 x 12 cyl 7 7181 4/28 5/4 72,000 28.27 2550 3630 11 18 B 28 7182 5/25 102,500 C 28 7183 5/25 101,500 3590 18 D E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Dote Molded: 4 / 2 7 , 19_2_ Cli GLY Const. Project. Address: Concrete Supplier. Associated Grocers 3301 S. Norfolk 7/8 • Type. NW 31189 CI JPiiiNO��.L , :.C'A L63 4 i ., I Ocean Cast by Mark .Tenng Brand : Admix, Amount: natural T insensate,' Impieties S Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820-1018 Entrained Air Brand. Fine Agg. Size: PERMIT NO. 5929 Contractor. GLY Sub-Contractor Architect: CNA Engineer Weather• Overcast Temp. high: 52 Temp. low. Location of Concrete Placement: Wall on line 1 between H.2 to I.6 Strength Requirement: 3000 PSI @ 5 days Slump. Cement Type: I No. of sacks: 28 Admix, Amount: Coarse agg. size. Remarks: FRANK W. CARLSON Specimen No. Specimen Type Test @ Deys Register Number Dots Reed. Doh Tested Total Load Area Unit Load PSI Report No. 10 A 6 x 12 cyl 7 7287 5/11 5/14 111,000 28.27 3930 15 B 28 7288 6/4 C 28 7289 6/4 D E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 5/7 , 14 90 Client Project. Address. GLY Const. Associated Grocers 3301 S. Norfolk LI'17IC'llrNMI G i! r i iL 4 ,,. PLAT\ • "_J;� 1.);:r T. Job. No CA 634 Remarks: C onstruction Inspection a Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5929 Contractor: GLY Sub- Contractor: Architect: CNA Engineer: Concrete Supplier: Ocea Cost by: Mark Jeong Weather: Cloudy Temp. high: 48 Temp. low. Location of Concrete Placement: Slab on grade apron entirety. Strength Requirement: 4000 PSI @ 28 days Slump. 5 Cement Type: 1 No. of sacks: 6 1 / 2 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size. 7 / 8 Type: natural Fine Agg. Site: bldg. FRANK W. CARLSON Specimen No. Specimen Type Teat Q Days Register Number Dote Recd. Date Tented Tool Load A,eo Unit Load PSI Report No. 9 A 6 x 12 cyl 7 7214 5/4 5/10 87,500 28.27 3100 13 B 28 7215 5/31 C 28 7216 5/31 D 7 72 5/10 90,500 3200 13 E 28 7218 5/31 F 28 7219 5/31 , Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 5/3 Client. GLY Const. Co. Project• Associated Grocers Address. 330 S. Norfolk Contractor: GLY Sub-Contractor Architect: CNA Enginsir: O cean Concrete Supplier: Cast by. Mark Jeong Weather: Fair Temp. high: 57 Temp. low. Location of Concrete Placement' 19 90 MAY 15 1990 CITY / , Slab on grade between lines 1 to.1' from D to K Strength Requirement: 4000 PSI @ 78 days Slump. 5 Cement Type: 1 No. of sacks• design mi x Entrained Air Admix, Amount: Coarse agg. size. 7 / 8 Brand: Type: natural id 10 • J Construction Inspection 9 Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5929 Admix, Amount: Brand. Fine Agg. Size. Remarks' FRANK W. CARLSON Sp.ciman No. Specimen Type Taal (1 Day. Resistor Number Dote Rae'd. Dow us hid Total Load Also Unit Load PSI Report No. 6 A 6 x 12 cyl 7 7148 4/21 4/27 81,500 28.27 2880 9 B 28 7149 5/18 101,000 3570 16 c 2 715 5/18 102,000 3610 16 D E F Carlson Associat 7, s ff , _ -- (. 1.i,itrl i`;1' f j Gi REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4 Client' Project. Address: Contractor: Architect: 3301 S. Norfolk Location of Concrete Placement: 19 9 G.L.Y. Const. Co. Associated Grocers G to K plus 1, D to G plus 1 MAY 221990 K0iAJ634 No' PLAO! C; DEFT . ( Construction Inspection 9 Related Tests Concrete Supplier: Ocean Cast by. John Floren P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5929 GLY Sub-Contractor CNA Engineer: Weather: Rain Temp. high: 61 Temp. low' Grade beams, walls, pilasters on D - 1,D plus 1, K - 1, Strength Requirement: 3000 PSI @ 28 days Slump. 4" Cement Type: I No. of socks. 5 1 / 2 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand: Coarse egg. size. 7/8 T ype: natural Fine Agg. Size. bldg. Remarks. FRANK W. CARLSON Specimen No, Specimen Type Test Q Days ReOlster Number Dote Reed. Doe Tested Teel Load Areo Unit Load PSI Report No. 7 A 6 x 12 cyl 7 7160 4/25 5/1 98,000 28.27 3470 10 • B 28 7161 5/22 C 28 7162 5/22 D E F �--- Construction Inspection S Related Tuts i �,� �.a i,. Carl ... son Associates, J; REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4 19 9 Client GLY Const. Project. Associated Grocers Address. 3301 S. Norfolk St. Weather: Admix, Amount: Coarse agg. si ze Cloudy Location of Concrete Placement. 7/8 MA Job. No CA 634 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5929 Contractor: GLY Sub - Contractor Architect: CNA Engineer 1 Concrete Supplier: OQ ean Cast by. .Tohn P1 nrnn Temp. high: 62 Temp. low. Slab on grade for dock leveler pit on line K Strength Requirement: 3000 PSI @ 28 days Slump: 5" P'____. T..__. I No. of socks: 5 1/2 Entrained Air Brand: Admix, Amount: Brand. Type: natural Fine Agg. Size __bldg.._ Remarks FRANK W. CARLSON Specimen No. Specimen Type Test (I Doys Resister Number Dots Recd, Date Tested Total Load Agee Unit Load • PSI Report No. 8 A 6 x 12 cyl 7 7181 4/28 5/4 72,000 28.27 2550 11 B 28 7182 5/25 C 28 7183 5/25 D E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS CM' (iV fOk =y L PLANNING DES's . Dote Molded: 4 / 2 7 , 19 90 `70'6:10 GT' - 631 PERMIT NO. 5929 • Client: GLY Const. Project• Associated Grocers Address• Concrete Supplier: 3301 S. Norfolk Construction Inspection & Related Tests rrmiol MAY 111990 Contractor: GLY Sub-Contractor Architect: CNA Engineer: Location of Concrete Placement. Ocean Cost by. Mark .TPnnE Weather: Overcast Temp. hivh: 52 Temp. low. Wall on line 1 between H.2 to I.6 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Strength Requirement: 3000 PSI @ 5 days Slump: Cement Type: I No. of sacks: 28 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand: Coarse agg. size• 7/8 T natural Fine Agg. Size: oc 1-0 dg. Remarks• FRANK W. CARLSON Specimen No. Specimen Type Test t) Days Resister Number Dote Recd. Date Tested Total Load Area Unit Load PSI Report No. G 4 A 2 x 4 cyl 7 7056 4/11 4/17 13,70o 10,000 3.14 4363 6051 5 12 B 28 7057 5/8 C 28 7058 5/8 1 9,250 6131 12 D E F Vs) Carlson Associates iu r on REPORT OF CONCRETE TEST SPECIMENS Dote Molded: 4/10 , 1g 90 Client: Project Address: Contractor: Architect: Concrete Supplier: Coarse egg. size: GLY Const. Co. Associated Grocers 3301 S. Norfolk GLY CNA Stoneway Locution of Concrete Placement: Type: MAY 111990 ClT (ft i L1i:WIL.1 PiciiV j I T A --. Construction Inspection 9 Related Tests Cast by. John Floren P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5929 Sub- Contractor: Engineer: Weather: Fair Temp. high: 58 Temp. low: Auger cast piles 22 ea. for phase 1 A and phase 2 Strength Requirement. 4000 PSI @ 28 days Slump. Cement Type: Z No. of sacks' 10 Entrained Air Admix, Amount : 6 lbs /cy Brand: Daratard -4 Admix, Amount: Brand Fine App. Size. bldg. Remarks. FRANK W. CARLSON Specimen No. Spaafman Type Twit f Dope Reeistm. Number Dote Reed. Dote Tested Total Load A Unit Load PSI Report No. 6 A 6 x 12 cyl 7 7148 4/21 4/27 81,500 28.27 2880 9 B 28 7149 5/18 C 28 7150 5/18 D E F Carlson Associate REPORT OF CONCRETE TEST SPECIMENS 4/20 , 19 90 Date Molded: Client Project• Address. Contractor: Architect: G.L.Y. Const. Co. Associated Grocers 3301 S. Norfolk GLY CNA Concrete Supplier: Ocean Cast by John Floren Weather: Rain Temp. high: 61 Location of Concrete Placement• G to K plus 1, D to G plus 1 Grade beams, walls, pilasters Strength Requirement: 3000 PSI @ 28 days Cement Type: T No. of sacks. 5 1/2 Admix, Amount: Coarse agg. size. 7/8 Brand: Type: \ k APR 3 0 1990 r.:, ~ i_.f 1 ;`a , r i ,J;, s F Job:'lilb l NIC a'r 63 .--- -- natural Admix, Amount: Construction Inspection S Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT: NO. 5929 Sub-Contractor EnginsK: Temp. love on D -1,D plus 1, K -1, Ott Slump: Entrained Air Brand. Fine Agg. Size bldg. oc Remarks: FRANK W. CARLSON Spocim.n No. Speolmon Typo Tost p Doys Relator Number Dos awe. Dots Tasted Total Load Area Unit Load PSI Report No. A 6 X 12 7 7099 4 -14 4 -20 74.500 28.27 2640 6 B 28 7100 5 -11 C 28 7101 5 -11 D E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4 -1 3 Client: Project. Address. G.L.Y. Weather: rain 90 Associated Grocers Phase I Contractor: G.L.Y. 3301 S. Norfolk Architect: CNA Architects Job. No CA 634 Concrete Supplier: Ocean Cost by Mark .Tenng Location of Concrete Placement. Footing on line D from 1 to 1 + 40: Construction Inspection S Related Tests ( ) P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT:- NO. 5929. Sub- Controctor- Engineer: Temp. high: 50 Temp. low. PSI @ 28 days Slump. 4" Strength Requirement: 3000 Cement Type: I No. of socks. design Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse ogg. size:.. _218" Type: natural Fine Agg. Size. b1 dg- Remarks: of FRANK W. CARLSON Specimen No. Specimen Type Test P Days Resister Number Dom Reed. Data Tested Tempi Lad Area Unit Lead PSI Report No. G 4 A 2 x 4 cyl 7 7056 4/11 4/17 13,700 3.14 4363 5 B 28 7057 5/8 C 28 7058 5/8 D E F . Carlson Associates „ vi 27 1990 CITY OF 1 Jr, . REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4/10 , 19 9 Client. GLY Const. Co. Project Associated Grocers Address 3301 S. Norfolk Contractor: Architect: Cement Type: GLY CNA Concrete Supplier: Stoneway Weather: Fair Temp. high: 58 Temp. low. Location of Concrete Placement. Strength Requirement: 4000 I Admix, Amount : 6 lbs /cy Brand; Daratard -4 Coarse agg. size. Remarks. Type: CeRstnietion Inspection S Related Tests r Sub - Contractor Enginor: Cost by: John Floren P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5929 Auger cast piles 22 ea. for phase 1 A and phase 2 PSI @ 28 days Slump. No. of sacks. 10 Entrained Air Admix, Amount: Brand. Fine Aga. Size: bldg. 8 a FRANK W. CARLSON Specimen No. SpeelMOM Typo Teot p Dope RNSleter Number Dote Reed. Dote Tooted Tool Load Argo Unit Load PSI Report No. 3 A 6 x 12 cyl 7 6991 4/3 4/6 96,000 28.27 3400 3 B 28 6992 4/27 155,500 5500 8 28 6993 4/27 157,000 5550 8 D E F {'onsewction Inspection S Related Tests Carlson Associate$ !''' ,t ApR 1990 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 REPORT OF CONCRETE TEST SPECIMENS %i •�: l Date Molded: 3/3 , 19 90 Jb N CA 634 , 3%,1rEPOMT NO: 5929: Client: GLY Const. Co. Project: Associated Grocers, Phase 1 Address. 33 S. Norfolk Contractor: GLY Sub-Contractor Architect: CNA Archt s . Engineer. Concrete Supplier Ocean Weather: Cloudy Location of Concrete Placement. Strength Requirement: 4000 Cement Type: Admix, Amount: Coarse agg. size: Loading dock slab and ramp in entirety Brand: AEA 3/4 Type: Cast by Mark Jeong Temp. high: 48 Temp. low. PSI @ z days Slump. 4" No. of sacks. 5 1/2 desig Entrained Air Admix, Amount: natural oL Brand. Fine Agg. Size. bldg. Remarks: FRANK W. CARLSON Specimen No. Specimen Type Test li Days Resister Number Dote Recd. Dote Tested Total Loud Aieo Unit Leod PSI Report No. 2 A 6 x 12 design 7 6955 3/27 4/2 96,500 28.27 3410 2 a , , 28 6956 4/23 1 34,500 4760 7 C 28 6957 4/23 4/2 4/23 136,000 111,000 155,500 28.27 4810 3930 5500 7 2 7 D 5 1 /2sk. 7 6958 3/27 E 28 6959 F 28 6960 4/2'3 156,000 5520 7 (� Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 3/26 ,19 9 Job. No CA 634 Client• Project: Address. Contractor: Architect: Admix, Amount: GLY Const. Co. Associated Grocers 3301 S. Norfolk GLY Sub-Contractor CNA Engitr Location of Concrete Placement: grade beam. -- Construction Inspection S Related Tests Strength Requirement. 3000 PSI @ 28 days Slump. 4" Cement Type: I No. of sacks. design S 1/2 Entrained Air Brand: Coarse agg. size. 3/ Type: Admix, Amount: natural P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 .,prothuT NO. 5929 Concrete Supplier Ocean Cast by Mark Jeong Weather Fai Temp. high: 5 Temp. low. Loading dock wall and ramp retaining wall including Brand' Fine Agg. Size. bldg Remarks: FRANK W. CARLSON Specimen No. Specimen Type Test (il Days Resister Number Dote Ree'd. Dote Tested Total Load Area Unit Load PSI R.port No. 1 A 6 x 12 .7 6906 3 -20 3 -23 81,000 28.27 2870 1 B 28 6907 4 -13 122,500 4330 4 C 28 6908 4 -13 121,000 4280 4 D E F Carlson Assoia REPORT OF CONCRETE TEST SPECIMENS Project• Weather: Associated Grocers, Phase partly cloudy Coarse ogg. size. 7/8" I Temp. high: Type: natural Consenrceion Inspection & Related Tests APR 231990 ` 1 Date Molded: 3 -16 , 19 90 ?LA I PERMIT NO.� 59 'iG FP� 29 Client. G.L.Y. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Address: 3301 S. Norfolk, Seattle Contractor: G.L.Y Sub Architect: CNA Architects Grou Engines: Ocean Mark Jeong Concrete Supplier: Cost by. 55 Temp. low. Location of Concrete Placement. Footing in entirety for new loading dock. 4" Strength Requirement: 3000 PSI @ 28 days Slump: Cement Type: I No. of socks. desig Entrained Air Admix, Amount: Brand: Admix, Amount: Brand' Fine Agg. Size• bldg. Remarks: FRANK W. CARLSON Specimen • No. Specimen Type Test p Days Register Numbs, Dot. R.e'd. Doto T..t.d Total Load A Unit Load PSI Report No. 3 A 6 x 12 cyl 7 6991 4/3 4/6 96,000 28.27 3400 3 B C 28 6992 4/27 28 6993 4/27 D E F Carlson Assoc ates Cap REPORT OF CONCRETE TEST SPECIMENS Date Molded: 3/3 , 19 90 Client. GLY Const. Co. Project. Address' Contractor: Architect: Weather: Associated Grocers, Phase 1 3301 S. Norfolk GLY CNA Archts. Cloudy Location of Concrete Placement' Cement Type: Admix, Amount: Coarse agg. size:. 3L4 Type: Job. No CA 634 Concrete Supplier: Ocea Cast by. Sub- Contractor. Engineer. Mark Jeong Temp. high: 48 Temp.' low. Loading dock slab and ramp in entirety Strength Requirement: 4000 PSI @ 2 8 days No, of sacks: 5 1/2 design Brand : AEA Admix, Amount: natural Construction Inspection 9 Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT:" 4o.` 5929 ' Slump: 4" Entrained Air Brand. Fine Agg. Size' bl dam, or Remarks FRANK W. CARLSON Specimen No. Sp•cirn•n Type T•N Q Days R•�Ist•r Number Dot• Reed. D•te Tested Tool Load Unit Load PSI Report No. 2 A 6 x 12 design 7 6955 3/27 4/2 96,500 28.27 3410 2 B 28 6956 4/23 0 28 7 6957 6958 3/27 4/23 4/2 111,000 28.27 3930 2 D 5 1 /2sk. E 28 6959 4/23 F 28 6960 4/23 Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 3/26 , 19 90 Client. Project' Address: Contractor: Architect: GLY Const. Co. Associated Grocers 3301 S. Norfolk Location of Concrete Placement• grade beam. Brand: Admix, Amount: P.O. BOX 3443 �.S�����t_�VIf_�.�I � O WASHINGTON 98083 Job. No, CA 6 APR 9 1990 PERMIT "NO.` 5929 CITY OP ie, I I<WiL/1 PLANNING DEPT. GLY Sub-Contractor: CNA Engineer: Concrete Supplier. OCean Cast by. Mark Jeong Weather: Fair Temp. high: 5 Temp.' low' Loading dock wall and ramp retaining wall including Strength Requirement: 3000 PSI @ 28 days Slump. 4" Cement Type: I Admix, Amount: Coarse agg. size: 3/ Type. ria±.liiad Fine Agg. Size: No. of sacks. design 5 1/2 Entrained Air Construction Inspection S Related Tests Brand Remarks. FRANK W. CARLSON Plan Check 4t89 -442: Associated Grocers 3301 S Norfolk THE FOLLOWING COMMENTS APPLY. TO _DX BECOME PART OF THE APPROVED PLANS UNDER .TUKWILA BUILDING PERMIT NUMBER_. l _„__. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall posted at the Job site prior to the start of any construction, 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be 'submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected.(Sec. 306, UGC). 9. All high - strength bolting to be special inspected (Sec. 306, UGC). 10. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof 11. Subgrade preparation including drainage, :excavation, compaction, and fill requirements shall conform,. strictly, with recommendations given. in the soils ',report prior to final ,inspection (see attached procedure). Associated Grocers Page .2 12. A from the roofing contractor verifying fire retardanc,y of roof will be required prior to final inspection. :Statement shall :. confirm that roofing has :been xnstalled in accordance with Architects; specifications, and roof system provides for a :(U.L.) Class "A" roof 13: All construction to be done in conformance with approved plans and . requirements of the Uniform . Building Code - : (1988 Edition), Uniform Mechanical - Code `(1988 Edition), Washignton' State .'Energy Code. (1989 Edition), and Washington State Regulations for Barrier Free 14. Submit drawings and structural calculations for steel open web joists and exterior wall panels, for approval prior to beginning this work. 15. Notify the .City 'of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 1b.. . Validity of Permit. The issuance of a permit or approval o f. plans, specifications and computations shall not be construed to be a permit for , or an approval of , any violation of any of the provisions of.. : ": this code or of ".. other. ordinance of the jurisdiction. No. presuming to give authority or Violate or . cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED „ 1 Footings 433 -1849 2 Foundation 433 -1849 X 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433-1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 X 14 FIRE FINAL Insp: 575 =4404 X 15 PLANNING FINAL 433 -1849 X 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: 3301 S Norfolk SUITE NO.: BUILDING PERMIT NO. o29 DATE ISSUED: -9O PROJECT: Associated Grocers OTHER AGENCIES: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04,26„9 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Root Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening '11 12 ' 13 ',C 14 FIRE FINAL Imp: 15 PLANNING FINAL 18 PUBLIC WORKS FINAL X17 BUILDING FINAL PLAN CHECK NUMBER q - 442 cr V it frr M z, v! d 1. 0 t-- . g \%-- PROJECT: CALGi(ioc Q7k THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping 1296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will oe inspected by that agency (872- 6363). w ( All mechanical work shall be under separate permit through the amity of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. Ver When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UGC). All structural welding to be done by W.A.B.D. certified welder and special inspected (Sec. 306, UGC). All high - strength bolting to be special inspected (Sec. 306, UGC). 10 Any new ceiling grid and light fixture installation is required to meet I feral bracing requirements for Seismic Tone 3. Il Partition walls attached to ceiling grid must be laterally braced if over eight (81 feet in length. 12 Readily accessible access to roof mounted equipment is required. l3 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. y Any exposed insulations backing material to have Flame Spread S/`3 Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. ubgrade preparation including drainage, excavation, compaction, Ili a' and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). A statement from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washinnton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility 11989 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for'final' Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 20. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.S.C. Standard No. 43-8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.S.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City V) Y Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 89 -442 (512) Re: Associated Grocers - 3301 South Norfolk Dear Sir: Gary L. VanDusen, Mayor January 11, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for. your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. All modifications to sprinkler systems shall have the City of Tukwila Page number 2 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor 1 written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) 4. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) 5. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) Page number Yours truly, Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or :violation. i11L City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Sp.cim.n No. Speckle', Typ. T..1 Q Days Rooster Number Dot. R.c'd, D.r. T.,I.d T.o.I Load Ar.. Un11 Load PSI Report No. 1 A 6 x 12 7 6906 3 -20 3 -23 81,000 28.27 2870 1 B 28 6907 4 -13 c 28 6908 4 - 13 D E F Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 3 -16 Client G.L.Y. Project' Associated Grocers, Phase I Address' 3301 S. Norfolk, Seattle Contractor: G . L . Y G.L Sub - Contractor' Architect: CNA Architects Group Engineer: Ocean Cast by. Mark Jeong Concrete Supplier: Weather: partly cloudy Location of Concrete Placement' Strength Requirement: 3000 PSI @ 2 8 days Slump. 4" Cement Type: I No. of sacks' desig Entrained Air Admix, Amount: Coarse agg. size' 7/8" ,19 Footing in entirety for new loading dock. Brand : Type: natural MAR pG 1��0 GIt yr IL .. ... PLANNING DEPT. Job. No CA 634 Admix, Amount: Brand. Fins Agg. Size. onstruction Inspection S Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 - 1018 i9pItltrtlT NO. 59 Temp. high. 55 Temp. low. bldg. Remarks: Specimen No. Specimen Type Test (i Day. Resister Number Dot. Reed. Date Tested Total Load Are. Unit Load PSI Report No. 1 A 6 X 12 t 7 6906 3 -20 3 -23 81,000 28.27 2870 1 B 28 6907 4 -13 C 28 6908 4 -13 D E F I I Carlson Associates \i"'"' W 51 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 3 - Client G•L.Y• 19 90 Associated Grocers, Phase I Project Address' Contractor: Sub- Contractor: 3301 S. Norfolk, Seattle G.L.Y. CNA Architects Group Ocean MAR 26 1990 CAP( Ur IN ut OEPj• PL A V' • • .e1ttrwetion Inspection S Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 vW y tvo:: 5929 , Architect: Engineer: Concrete Supplier: Cast by: Mark Jeong Weather: partly cloud Temp. high: 5 5 Temp. low. Location of Concrete Placement. Admix, Amount: Coarse agg. size: 7/8t Footing in entirety for new loading dock. tr Strength Requirement: 3000 PSI @ 28 days Slump. Cement Type. I No. of sacks. desig Entrained Air Brand: Type: natural Admix, Amount: Brand' Fine Agg. Size. bldg. Remarks: Specim•n No. Specimen Type Test tt Days Register Number Deb Reed. Date Tested Total Load Are. Unit Lead PSI Report No. 1 A 6 x 12 t 7 6906 3 -20 3 -23 81,000 28.27 2870 1 B 28 6907 4 -13 C 28 6908 4 -13 D E F Pt- Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 3 -16 Client: G . L . Y . Admix, Amount: Coarse agg. si 7/ , 1 9 90 Brand: Type natural MAR 2013a8 Job. No CA 634 Project Associated Grocers, Phase I Address 33 S. Norfolk, Seattle Contractor: G. L. Y ' Sub- Contractor' Architect: CNA Architects Group Engineer: Concrete Supplier: Ocean Cast by' Mark Jeong Weather: partly cloud Temp. high: 55 Location of Concrete Placement Footing in entirety for new loading dock. u Strength Requirement: 3000 PSI @ 28 days Slump. 4 Cement Type: I No. of sacks. desig Entrained Air Admix, Amount: Brand' Fine Aga. Size' instruction Inspection d Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 'NO. '59 Temp. low: bldg. Remarks. 1 II Mahari &DeSaivo CONSULTING ENGINEERS February 13, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Sincerely, Bridget Smith JCD:3 cc: CNA Group 3050 - 152nd. Avenue NE Redmond, Washington 98052 1411 Fourth Avenue Bldg. Seattle, Washington 98101 RECEIVED CITY OF TUKWILA FEB 1 3 1990 PERMIT CENTER (206) 624 -8150 Regarding: 89 -T -19 (Associates Grocers, Phase 1A & 1B Only) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings, structural calculations and specifications for your use. 1fFD MBF, INC. ENGINEERING DESIGN OF BUILDING, INDUSTRIAL & MARINE STRUCTURES. January 24, 1990 Duane Griffin City Of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Dear Mr. Griffin: 15. Calculations for the enlarged Change in seismic resistance is concrete is provided. Additionally the original building reveals that imposed on this wall, because of building. I JAN 25 1999 Re: 89 -T -19 (Associated Grocers, Phase 1A and 1B only.) Here is our response to comments received from the structural plan checker for this project. We responded to each item as requested: 1. Has been provided. 2. All information requested was either in the drawing set or has been incorporated. 3.,4.,5.,7.,9. All information has been incorporated. 6. Calculation referenced was for a load condition caused by wind or seismic loads. Therefore, the load factor used was correct. 8. Two independent methods satisfy UBC Section 2908(b). Ties were provided at the top of the pilaster, which is continuously connected to the pile. The pile itself can resist the required load as a cantilever. 10. Calculations are provided for these conditions. 11. Has been clarified. 12. Typical column sizes are shown on each plan sheet. 13. Has been provided. 14. Design has been incorporated. openings have been provided. minimal, since more area of , a review of the drawings of very little seismic demand is the plan configuration of the 16. This information is provided on the architectural drawings. P.O. Box 4010, SEATTLE. WA 98104-0010 (206) 621 -2400 Page 2 Sincerely, Please contact with any questions, or if any additional information is required. Ron Martinson, P.E. MBF, Inc. cc: Arlan Collins, CNA Bridget Smith, Mahan & DeSalvo DATE ' v' ;e: '9!•6^,'C 'It A ; r 7 + 1 1; C .1. ,4•• • 15 V,if 40 .`,.. I ,'' ', 4 g , . ..' ','''' '' ' 4 , /; '''''' "., .r 4'V''' "' ;•;'). ftY'; 1.. ‘: ''.'''' .:,.,.'',' • ' ; ' A re TTENTIO ';1 ' " ' '''' I t ' '''? gh.. ..', :....,..- ... , :.: '' ..:.'..".•'' ,`''', 'Q ':' . 7 .!....t. ' ,I• r ' '' . Y.t ‘ . - n,.142;;;';')" -5 : . ' . ':;':: ." , " ,..11 ,-.!' r'f's'f .,....,.-/.. .7,,y.---;' . „.4.,•; ' ...- e„:".• ::... ,:• .: •.Pt 0 , .1:*,-; ..,„ ' ii''',: , ./:' c '' 4 :a\fr.q . ".V.'40.1'1:= , ;','&,:v . .'"rl'i?..‘" ,, i '-', : .. , ••.,', ?, ....,?:-..;...„-,. ,';'"••ell' it ;*".•?,,..' - . 4 .'•- , .... ,..s;1 .J '. .:=:',n.:;'...:, ' ."' t.;.:"•::'./.. ' -...-,,,, • -,.:, • .:.,,-. • .,:, '• - .. .... . i il;',1'....-: , ': -,•'';,;iv=, '.'s;' -.',' -:,"1 ' . .'''',.' .-,'. • , .., ;:.,..•;, '. ' ,, ...•.;,."..,,, ','..-. " '," ,.: •• : T 1 1 , ' , • - • , ` • ' v•■ ' ..,. •-., -. - , .' CP .' • 1.....re--- .i.. .... ..-.• ,... ?.. . , .. ..,..:!. .. , ,.,, .. . ',f0i> , ..4, , t,a:Z.t.'' , ',.`-` ;! . ,, ',.i.,.. :,- 12. ../.. .,:. ' •.i, . ,. :- !: ? .-..=.,-,;'!"•,?:, . -.:".,,• • ,- ,..,, • ..• 41i":",:',',::: - , ' . ' '''' ' -: • '.' ' • ' - - ‘ ' ''''..".',., ...,:. ": . '' -.. .. , - , " "' :".'-u;!;;;;:: „'..:, '4VO4' . ,%. L ':7 : f• coiD.iig''., '..:•,;...:1" Kr "''''' ' ii$5.:,':Y '',:''P. '' ',';'-':.:.: ' "- ". :. l'. . ".. .."'.- ,","',,. bESCRIpTION . :, ': .,''.: " • ;,. • ',1.. ,. .,:• ' 4 ; '',:* ,. ' :2' • , : : = : i2; ,..,; ,..,i . , ..„. . . , . . , .., . ,. : . . . ' c ',..,;.....r•.:`,.,:', ,,:::,,,:"!,-,-,;:.-:-., ••:',.;'..i.:,.. ,,,,,•,.• 'i,..,.. ::,, .• "." -.? ., • ,..",-, - A ...•,. - ‘,7-", , _ ____' • ,: ,,...":g . :-t-..: ; :.',...,:/-• : v.. v.. ,.. • ,c4 ,,,:,. • , -,:• , :c.o.".•.c. : ir' ' ' ' ,..•.,...", '. .,'":r.; j , , i. '7,, 919,, ."..:. 4.' 1 1 , ' , • - • , ` • ' v•■ ' ..,. •-., -. - , .' CP .' • 1.....re--- .i.. .... ..-.• ,... ?.. . , .. 4s,f 4:"•• i' k.(1i;.,k ',f0i> , ..4, , t,a:Z.t.'' , ',.`-` ;! . ,, ',.i.,.. :,- 12. ../.. .,:. ' •.i, . ,. :- !: ? .-..=.,-,;'!"•,?:, . -.:".,,• • ,- ,..,, • ..• 41i":",:',',::: - , ' . ' '''' ' -: • '.' ' • ' - - ‘ ' ''''..".',., ...,:. ": . '' ;,;.• 4 1.:,' - , " "' :".'-u;!;;;;:: „'..:, '4VO4' . ,%. L ':7 : f• - -: : , ...... - .- • . ' "; ...,41:'...V:," ,":04...,... ,, , , , ..L. , ..,...-..,•-.-- .,. ',;-5.",'„,1 ; ../lf ,"\;.4 " !ii ... - :,`"',", s.', , . . . ' i 1 , ''. 1?: " '. ' ' ' ''"..'::''. 1.?.4 6 A'r''.'''' 7' 4 1 4 4 ,.',' ' i . 41; i1 . .7 ..;: .'"„ r i '. .:: .. { .9 • ', 4 .. :41k,!"?;....4C.-4.0'i ,',..,:'„ ,, - ;:4'. , 1." . 11Nr. j' .;'):■C.I t f . f ' ! -FAR ' 4",: *: '',: ";g: '" '-',( .: ' • . ' ' '' ''. % 't4 .. ". , ■:■Z ' '..‘• . i 1 '''' . ":.: ::.; '; ' : q, ',;' , ; , ' 1 . l ' ; V' . ' f Iii.?1".!';:: :!.:"..:..' : 1'" 4 " 3 ' ' 1? ' • 1 ' I A ' ''. ' 4 ; ' ,0. 1 .1 e . '4' .' • ','1 ;' ' .. 1 - ;' : :- 2 . 5N ‘ 'Gv' 4 '''..;''''';, ' ;:1 1 4 ' ' vq.,.. - :,:', ; ; . P .. . 4 1-. . V;4 '''' . ..ii,'''- 7 -74, ' , , ';t: , ',b-' - '7 A: '). #`10.ASil 0 MIAIII-A2P1, itifiMPINPARIM IfIrSAW l' , ztV'Eri - P.:; :.A'fvxt,ytao,I,LxFcrnoqvot;pfpvi%;=:ti,Y,zver-' agiA"t.v ill' ,--gi4. #Akif . Na.4. iCtURES - IWASili4G1014 981 , • .. wi, ARE SENDING ;YOl.1... ttaChed ..!, .....:‘ ; nder separate cover via ' :. "-..":!;;;::,"" :, •; : .. ;.:-. 0 Shop ; thawIng4 *.,d rPirlts :.'... "': • ..:;':". 1 ' ; p: Plans C opy ':". '' ," ,fiy'. '"":1 ''''-'''''' - • , !".i.' , - : '`"": :' • ' ' • ' ' . a o o of . letter :,:: .'-':;:'..:,!'..0 ', Change 'order:. .,:-. -",. ':' u- ' e; SF COPY TO *g', ............... , ,,,,,. 1 ,, 1,.. TA . , t • 1, e; it ,..• , kA4v.■ r',:*",,,,f1,::, 1 50elig 1. C.'; ' ''', A. .3 ,r, i% ESEPARE TRANSMITTEDas ''.lich,ectsed 7;below:' , .''''41' qlf V:‘,![31A prov a s' ,.1:1 z '=".F.A. 4 i" tpg ., r‘ ‘"..', " ,....1: ,•, P ,.. , , 4 ■ v,„ .,,, :, ,, ,, 'iN App roved asnoted s requested 0 :,i'Returned for co 0 rrect or and comment ''''-.,..:;•:.;"", .. ,;, . , ,.- ,...: .;',:-,, •,-'..:,:-; ,;.''it -, 'FOR 1 BIDS'IJUEe'lq' . :?.t 1.- A' ,-,-, i' ••• ,''' ,'‘, i s ' e following iteins: 'Specifications l 'Z' .(1 , t ■ .r., . A ; •• , r,, b,c;i', fit'-';.(3:4!.,9;1:4:44 !..? ' . . . r,,...;,,IY'ote4,. . ",;.; Resubmit . ' • copies ..for,approval.,., ;.Stibiriit'Copiesfdr;,diitilbtition';:!., PeIii:',15 :IRetumcOrraCtrid 'prints - :',..7.:',." '.":1".•.".Y,...• ,";•..'.,....!'",": , v,..', ions : q ,, PRINTS L•RETLIFINEIITAFTER., LOAN •,-To:-14s.. 6' F riot -7;44 ) SIGNED: j PlODUCT S443 rAfillin lac, Wm Mr 01411 It enclosures aro not as no d. kindly notify us at once. 1 �11 Mahan &DeSaivo CONSULTING ENGINEERS January 12, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 ‘JP,N 1. G 1990 Regarding: 89 -T -19 (Associates Grocers, Phase 1A & lB Only) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide a structural engineers stamp on calculation index sheet. 2. In the Structural Notes: a) Note that site preparation, fill and pile installation shall be as recommended in soils report by Terra Associates. b) Note that fill placement, footing bearing surface and pile installation shall be observed and evaluated by a qualified representative of the geotechnical engineer. c) Note that the engineer of record shall submit a letter to the City stating that required shop drawings and calculations by others have been reviewed. Also, on drawings, list shop drawings and calculations to be reviewed. d) With regard to steel joists and girders, note that stamped design calculations and shop drawings will be affixed with a reviewed stamp by building engineer and then submitted to the City for review prior to fabrication. 3. Drawings S1.1; for ramp shown on plan, provide structural drawings including foundation details, reinforcing etc. 4. Section B /S2.1 and others; provide concrete cover around steel columns below floor slabs. 5. Section B /S2.1; specify minimum embedment length for number 4 dowels epoxied into existing concrete wall. 6. Calculations on page F4 use an ultimate load factor of 1.4 for earth loads. Revise to 1.7 per Section 2609(c)4. 7. Section J /S2.1; since backfill compaction against exterior face of wall is critical for wall stability, provide note on detail regarding compaction. 8. Section K /S2.1; provide ties perpendicular to foundation walls at top of piles to satisfy requirements of Section 2908(b). 9. Supply missing dimensions for pile locations on Drawing S1.2. January 12, 1990 City of Tukwila Re: 89 -T -19 Page Two 10. Provide calculations for design of grade beams around perimeter of new buildings and five cantilevered grade beams in building 1A. 11. Call out building expansion joist east of Grid 1. 12. Indicate where column sizes are shown on drawings. 13. Steel joists and girders: a). Provide notes to loading schedule which clarify if fixed end moments include effect of dead and live loads or if they only include live loads. b) Provide note to loading schedule which clarify how lateral moments are to be combined with fixed end moments. 14. Design for snow drifting on roofs adjacent to existing building. 15. Section A /A3.1; existing openings along Grid S are being enlarged; therefore, a lateral analysis of this walls ability to support the existing building is required. 16. Provide details and design information for new exterior walls. Also show connections to foundations and roof beams. Please have the itemized letter and one copy of inquires are to cc: CNA Group 3050:- 152nd Avenue NE Redmond, Washington.:. : 98052 Mahan &PeSalvo Sincerely, Bridget Smith a d JCD: 1 applicant respond to the above comments in form and resubmit two copies of revised drawings revised calculations, as required. All status be directed to our receptionist. ■ CITY OF TUI&ILA DEPARTMENT OF COMMUNITY DEVELOPMENT e PROJECT A. g, retAA14aesidAgfets9rito_ 4 ris. ADDIJESSaacat_____ [7] ORDINANCE COMPLIANCE CHECKLIST Uniform Buildin. Code, 19E3ES Edition. 15 - 2KOCCIIPANCY CROUP (7/Q OP 15-4 ) u)pgEk- -coLE;Lavavairca [" TYPE OF CONSTRUCTION 1:E.W •bpliZWK, Clazoixo Rag. LOCATION ON PROPERTY ThAse_v_-A41-5____>_epo.&,..2, e. AU.. RHIMING HTFGHT/NO nf STORIES oNeragyRopc6ED triaLpils) [ FLOOR AREA LTA = cA6c33. ./500= 1I}CCUPANT LOAD L-1S_ = cr6Zi / 5C>co Fo?" FXITRIG RFQLITRFMFNTS Fx. orz. II liANSE-k-4 iii 1-6, (I) ?PrZeov " [ Li] !I] DETAILED REQUIREMENTS: - V nrcummcv [ OF_ ig.Qc . [' ENGRG. REGS. & REQMTS. it W,S,F,C, S 1 :.CIIAPIER 51-1444,AX, Nitt [TI El NOTES: -Ra zrai - b _ rieta LI LI Li LI LI 1TiONE MEM0 RE:ffii cap $-es.,_ PERSON CONTACTED: -I PERSON CALLING: DATE: 1-9-90 INFORMATION ITEMS: _ co ASE. t e:;11 COIAMtg Tf6.001a- Pii "paS e DTROUll'04L voe-cku,pat6es, couFtem, Pot6 LLQ setacaOrAte. 440s .13e,Te-tEuIa. At T•is stime CAIeLeT-- ct-'10 LC co A M. - _.FrtieurdE .vms:s -vws 060s51st) Ptc,t) . '4r AO. 1 raz,--rateest,‘ (7:,) Cr) 6.5 L 444b Ira) s4c0 014 cro "V,s_u_tsii) \--A ot4 • TO: PROM: DATIL SUIJICT: (10 /T2.MEMO) MEMORANDUM lanan 3cOv 13 ,_ - 1 nc . Shelti a r• Pleases )c Ckl r'Q'j i Q L) on 1 19 e.i k\or1n 0 Cif, of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 QOM 433-1800 Gary 1. VanOusen, Mayor City o( 'ukwilo PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433.1U FOR STAFF USE ONLY Pre -app File # PRE- APP - 028 -89 Meeting Date 10 -19 -89 Time Checklist mailed to contact person (date): STAFF PRESENT 1 Building Fire ® Planning ® Public Works OParks & Rec. ❑ Police 12) Other Permit ❑ Other Center Others Present: Name Arlin Collins (433 -1851) (575 -4404) (433 -1849) (433 -1850) (433 -1847) (433 -1806) (433.1851) ( - ) APPLICANT /REPRESENTATIVES PRESENT Contact Person: 2:30 pm Project Name: Site Address: 1n -20 -89 NAMES /TITLES Duane Griffin, Building Official Nick Olivas, Fire Marshal Rick Beeler, Director; Vernon Umetsu, Phil Fraser, Senior Engineer Becky Davis, Permit Coordinator PRE - APPLICATION MEETING ATTENDANCE RECORD Associate Grocers 3301 S Nortfolk Initials: BLD Name Jeff Jeffers Company /Title CNA Architectural Group Assoc. Planner Address 3050 152nd Ave. N.E., Suite 600, Redmond Zip 98052 Phone 882 -6060 Company /Title CNA Architectural Group s 3050 152nd Ave. N.E., Suite 600, Redmond Zip 98052 Phone Associated Grocers Address 882 -6060 Name Ray Gooding Address 3301 S. Norfolk, 762 -2100 Name Bill Berni Address 3301 S. Norfolk, 762 -2100 Name Address Zip Phone Name Company /Title Address Zip Phone Company /Title Seattle, WA Company /Title Seattle, WA Company /Title Zip 98118 Phone Associated Grocers Zip 98118 Phone CHECKLIST PROVIDED ED Occupancy Group City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Checklist prepared by (staff): PRE - APPLICATION CHECKLIST BUILDING DIVISION (construction) FOR STAFF USE ONLY Pre -app File # PRE- APP - 028 -89 Project Name: Associated Grocers Meeting Date 10 -19 -89 Time 2:30 Site Address: 3301 S Norfolk CONSTRUCTION INFORMATION /v E r 1. Comply with the provisions of the Uniform Building Code, 198,5" Edition (as amended). 21 Comply with Washington State Barrier Free Code, 198 Edition. 2 Comply with Uniform Mechnical Code, 198 Edition. [24. Comply with State Energy Code. Provide energy calculations stamped by a Washington State Licensed architect or engineer. [Er 5. Provide licensed Washington Architect stamp on construction drawings. [r 6. Provide a soils report, stamped by a Washington State licensed engineer. Er/7. Submit structural calculations stamped by a Washington State licensed struc- tural engineer. 2 Obtain building permit. ['1 9. Obtain mechanical permit. Roof top mounted equipment requires structural calculations stamped by a licensed engineer. 0 10. Obtain grading /fill permit. Obtain separate permit for rack storage. Rack storage must be designed for seismic zone 3. A licensed structural engineers stamp will be required for rack storage 8' and over. 0 12. Obtain a sign permit (TMC Title 19). d 13. Special inspectors will be required le Off s,0ecr ,er(;71 , 3416 U$c [' 14. Notify Building Official of testing lab hired by architect or owner (not by contractor). g 15. Obtain approvals and permits from outside agencies (see attached misc. and outside agencies checklist). • Electrical permit and inspections through Washington State Department of Labor and Industries, 872 -6012. • Plumbing permit and inspections through King County Health Department, 587 -2732. Q 16. King County Health Department must approve and stamp plans for restaurants and food service facilities prior to submittal to Tukwila Building Division. 17. Provide plan submittal per requirements on attached plan submittal handout. C1 18. 0 19. [� 20. Date LO 19- 1 Pre -app F i l e # , : - d Meeting Date Occupancy Group d�. ds. City of 1 tx.twiIa FIVE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188.7661 (208) 575-4404 FOR STAFF USE ONLY PRE— APPLICATION CHECKLIST FIRE DEPARTMENT (construction) Project Name: /ioole Time .p Site Address: 2 .30/ S. it/a.Q,4, CONTRUCTION INFORMATION /YJ9 The City of Tukwila has adopted the 1985 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) (I 2. Fire hydrants will be required. (City Ord. #729) [y 7 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 2( 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. ') As-Ay Q 5. Maximum grade is 15% for all projects. 12( 6. Hose stations are required. (City Ord. #1141) Q 7. A fire alarm system is required for this project. (City Ord. #1327) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. I21 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) E2 (10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section $1 of the 1985 UFC. [✓f 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.301) j 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. (l 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 2 /14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10:207 as amended) [3 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) Q 16. Miscellaneous requirements da rx 4- a 7 t.y 4 6zd lJehh ace. uvy1 c u h /0$ X140.1 , � d - G ael Qeccss% �t�er rs� 4... I/a/4 / So ✓zeika4 t a. lug Uc� 1 i ac r•Q aweiil1f vt vreDare4 by (stiff ): S i Date /k /6 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 961n-7661 (206) 575.4104 PRE - APPLICATION CHECKLIST FIRE DEPARTMENT (inspections) FOR STAFF USE ONLY Pre -app File # Au—,034w Project Name: Asauo ' Meeting Date /oHO Time 2 .'jb Site Address: oaC/ 5. Nor% // Occupancy Group INSPECTIONS REQUIRED BY FIRE DEPARTMENT 1. Underground fire line from vault to riser a. Thurst block and rodding b. Type of pipe c. Depth of cover d. Flush e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certi- ficate E r. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Q 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover e. Vint piping, swing joints, fill piping, discharge piping ' f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Q 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans [] 6. Hood and duct inspections a. Installation b. Trip test Checklist prepared by (staff): El 7. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Q 8. Flammable liquid room a. Location b. Fire protection c. Permit 9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Eri Fire doors and fire dampers a. Installation b. Drop testing 1. Fire final a. Fire Dept. access b. Bldg. egress and occupancy load c. Hydrants d. Bldg. address e. Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other a. b. c. d. e. f. 9• Date /67//* City of (ukwila MANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (2O6) 433.1A49 Zoning m- / 64971' .e0;*4 , Conditional Use Permit _ Design Review Design Review - Interurban Environmental (SEPA) ,'planned Mixed Use Development PRE - APPLICATION CHECKLIST PLANNING DEPARTMENT (land use) FOR STAFF USE ONLY Pre -app File # PRE- APP - 028 -89 Project Name: Associated Grocers • 1. Compliance with the Zoning Code (Title 18). M 2. Obtain the following permits /approvals: (applications attached) Boundary Line Adjustment Building Site Improvement Plan _ Comprehensive Plan Amendment LAND USE INFORMATION Meeting Date 10 -19 -89 Time 2:30 Site Address: 3301 S Norfolk .dt Checklist prepared by (staff): a.,1P .0•162.14..) C_ Planned Residential Development Rezone - Shoreline Management Permit _ _ Shoreline Management Permit Rev. Short Subdivision Subdivision - Unclassified Use Variance, for Q 3. Proposed use complies with zoning? — Yes — No u[ 4. Structure meets setback requirements? Yes _ No pig 5. Proposal meetings minimum parking space standards? — Yes _ No Q 6. Roof -Top mechanical equipment screened? _ Yes _ No 21 7. Site plan complies with landscape requirements. _ Yes No 5lgb,rn t 4 44r aimuip,s. Mod Q 8• (II 9. 4// Aged. SA/k .oe.�4) di, / vea APpa7 ceA ? bil 10.s fh/0* eF A/ivlgn, 1 �s S Q 11. p■ off 402Po A.w- fkpo Ake i - i 12. �i /may` .p G,di���a a pilyr2 ' /0Y t? 7301e• off' Q 13. « Q 14. Q 15. El lb. Q 17. Q 18. 0 1 9. Q 20. Date /I04/49 • • City of Thkwlla 8200 Soulhcenler Boulevard PRE — APPLICATION CHECKLIST Tukwila, Wash,nglon 98188 Public Works Department 4331850 FOR STAFF USE ONLY PUBLIC WORKS (utilities) Pre -app File # PRE - APP - 028 -89 Project Name: Associated Grocers Meeting Date 10 -19 -89 Time 2:30 Site Address: 3301 S Norfolk CONSTRUCTION INFORMATION 121 1. Obtain the following permits: ? Channelization /Striping /Signing Sewer Main Extension (private) a Curb Cut /Access /Sidewalk — Sewer Main Extension (public) Excavation (public) — Storm Drainage Fire Loop /Hydrant (main to vault) ' — Water Main Extension (private) Flood Zone Control Water Main Extension (public) - Hauling (2,000 Bond, Cert. Ins.) Water Meter (exempt) -' Landscape Irrigation — 1Z Water Meter (permanent) FI&TO Moving an Oversized Load — Water Meter (temporary FRAt..4) -YJLC - Sanitary Side Sewer- Res FRr KIEL Other ‘4,/ ER 04sT . O 2. Water and sewer assements may apply. and will be determined durin the utility plan review process. "R.EFI \ Tc C FRAN. t3 l,.(TILIT`1 Pls"f0.t(T tluR AN `! bo ARIL. bR. s c 4- 10Q 4 5 t 3. Provide sidewalks per Ordinance #1158, #121,7 and #1233, or obtain waiver. VIOL zo% INcllaPda 1 F •ti / SPI) s is it�v�tw�N4 N��� Q 4. Provide traffic analysis for: AND SC.) '. AND Ua4Ll. T 4-"'r0 'PkNE 0 Q 5. Provide developers agreement for: Q 6. Provide Hydrological - Geotechnical analysis. O 7. Review traffic study prepared by Q 8. Provide plan submittal per requirements on attached plan submittal handout. j 9. NCw TSLLCrLLF\t . R. iAc o . Ll tier SW tom... PtiL Q 10. cow co CLT`j'3 Foos .n,, r ► c �� Q .11. D SASEFL.O . 5I* LL.. ID r ON PL.q EFL N4Vt'D DATUM $ Fl MA? TM IDE1 PPOPI t 1 LINES O 12. isa 13. ix 14. Q 15. Q 16. Q 17. 18. fig 19. Q 20. al A I.r, •ik IC (S 71a1ZUtt h w 7 11 StTls. ,''r3,l,Olt- PLANS X11 c'Tri1\.S , Date )0(// /8 Checklist prepared by (staff): PROPERTY OWNER Associated Grocers PHONE . . ADDRESS 10700 Meridian Avenue North. Suite 406 ZIP 98133 -4011. CONTRACTOR Gall Landau Young PHONE 4 1 -8877 ZIP 988 -R72g ADDRESS 100 116th Avenue, Bellevue. WA WA. ST. CONTRACTOR'S LICENSE # GA_L,LLI *337CF EXP DATE 9-30-90 A RCHITECT CNA Architects Group PHONE 882 -6Q 60 ADDRESS 3050 152nd Avenue N.E. , Bellevue. WA ZIP 98052 DESCRIPTION AMOUNT RCPT / DATE BUILDING PERMIT FEE 3,940.00 2.560.0Q. 515 4 89 59 ,gq' z 0-t la-2Q-89 - 6?j -4o PLAN CHECK FEE BUILDING SURCHARGE 4.5a ENERGY SURCHARGE OTHER: TOTAL - , 6,504.50 TYPE OF CONSTRUCTION: 1 I -N UBC EDITION (year) SETBACKS: N - S - E - DATE: - W - FIRE PROTECTION: ®S. rinklers • Detectors 0 N/A UTILITY PERMITS REQUIRED? f'1 Yes ■ o (through r...1 , ZONING: M -1 BAR /LAND USE CONDITIONSOYes ® No ;ONDITIONS (other than those noted on or attached to permit/plans): 1PPHOVED FOR - SSUANCE BY: .1 L J 1 AAA I BUILDING .` OFFICIAL DATE: - I hereby certify that I have read and ex.w ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: - 7A / -It�t% t DATE: 0. - - 0 yv 'RINT NAME: ��U - � COMPANY: C3)a i �►�.J� /OUYlt CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: S USE S 3301 S Norfolk CILILU1 Vi F C. 1111111 (POST WITH INSPL ;ION CARD AND PLANS IN A CONSPICUOUS LOCATION) ;► ■. k PROJECT INFORMATION UI N PROJECT NAME/TENANT ASSESSOR ACCOUNT 0 Associated Grocers 032304=9024-0 TYPE OF 0 Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Phase I addition to existing perishables building. FEES U 1.200.000.00 CODE COMPLIANCE 1st TOTAL 4 Cold St(' R -4 OD SOW* FEET _ 18.920 38 SQUARE OCC. FEET 4 10AD / SQUAB OCC. FEET LOAD / OCC. LOAD SQUARE L. FEET / OCC. LOAD TOTAL SQUARE FEET 18,92n 18,920 TOTAL OCC. LOAD 38 38 This permit shall become null and void if the work is not commenced within 180 days from the dadte of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. '.ERTIFICATE OF DATE ISSUED: )CCUPANCY NO. • TEN(OR6,RY GLJ4RD 1 N eb LJ L. `F .L) C U r IC d claw HAl oP ,, .I 1r , +AyY DUTY, 14c.. ,A ANTI I P Ci442�.v CoNC LapI PSI ( 1 II ti 11 i — o CHE KER , T U NI" 1"ai':a - 1 - R : 4D e eiga E LEVATlLD r Y ` e r4,1se c bi P r la. coca F taco 1 U 1:t TIONI — - -- �. PHASE 13 vut..-ipslistx. DOCK TEM PoAK HANDRAIL BEYOND ---- -4 C ST4, 1 ,,.. I I I� Exis;" i LDe 0 - Tic raj 5L-DG rACE P12ovioa TS4x4 Pos --- - r PH6sE 14, c:7F e1"a1 rz9 o + 7o coo oPN'q et et 111 � 041 E 1 K MR TeMP LOCATI 0 0 0 (\1 0 it L.UNE' OP Ex15T, 15L.D6 .0. Ed DamoLic,H E,x €T CoNc eT6.11' -3 (1 PLAN In pc, $T c •Q I • T Y I C.L., CON C. 1, -.1&L L,. Ur' P y10.5 Wco!J Pt.- IN ` 0 0 0 re 0 C] 1_ Y. cy 0 al 01.1v1PeTEIC _DOCK XIST e1 NcDF:1 20 ' -0 �� TU REMAIN I E.MQVt ✓L.L.�C�J �1�3 F ` '. _ epi R L-O 3`t.l I R.9a _. • LINE 42. E K I F BLDG. P ER I SN� 0 16 THS INCH 1 2 Oe 6Z 8G L ' CZ ZZ ` i { 111 l !I!111lI!1!11111111I11111111II1 111111!! iI!! 11111! iill1111111i1i1111fiillli�l !I(Illii 'r: k•;[a 7 :.:. -. ., .. ' 1 -. .'�.7. �.: ... _._: ..r -Sl'f: l ;.! :+'; �,r I.` 1 x r:r'.r ✓ Y '?:l:.. s. vp. a:/". Jy r r. .a .r:.. y -,. }il' d: +,. 11111111111111i1 !11I1I111IIIi!!IIIIIIII,I i :1:I` 1111111111111111 1111 l 1 1 1 1 1 1 1 II111I1i 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OE 61 81 L1 91 9l in £t Z1 it OL 6 8 L 9 S +J £ Z t ww o � 1 1 . ! i { ! 1 1 1111! 1 1! 111��1 1I11 1i 1 111 1 1111 1 !! II !11I111lilll IitIIIil1111ii11!II ' 1' ' 1 ' f .1 1 111�11111111111I11.�11�11,1lII 1111111 1111111l�l11111111 , 1111111111111 ' ' i�� 'ra.''�•.i wkr y . r rc r...: �. u���Y. _.. tG!, �•CJ''.. �•.� ".. :.r`�`, r;�,�, n h'.I. k <g �o,'rr �.;}{ rr r� f"F�F t:;.. �' �'°� . t li a �..(� a -, p 1 111 1 111 11 10 11 mADENoctiotiv 12 PLAN _J l 1 �1•., DRA1 kV I i- AQ E i- ®USE CoMPACTcR co N;RoL _4-- , uavr. , . :vim.,:.,,, ..ze. -- ... .....,.d. • Out'` sT E:R L. 0 0.471 P•.4 - C o C PAO 611 k !GI-4 Coke, Re1.,oCATe exisT uu Ps - ER . L. Oc.41.1'i {i c Nc I...4 c ktA,`10 - rYPIC46,t. , understand that the Plait Check approvals are "Alect to errors and ormissions and approval of plena does not authorize the vlolatiun of any adopted code or ordinance. Receipt of contra :toes cow of a; . ad puns ac god. --- Date WPoUD x-20.90 1� ----- PRa„ C LOC,A7 ioN �+ T 4:1.1 RECEIVED CITY OF TUKWiLA DEC 201988 PERMIT CENTER ARCHITECTURE - - GROUP DATE DRAWN BY L' SHEET TITLE Suite 600 3050152ND AVENUE N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) 882 -6060 FAX NO. (206) 869 -1592 ARLAN E. COLLINS KEITH A. NULL MARK L. WOERMAN s AfA PRINC!PAL ARCHITECTS ASSOCIATED GROCERS INC PERISHABLE WAREHOUSE ADDITION TUKVVIL.A. WA PROJECT C 5s z NUMBER t� Ia 1 cl SITE OE` AI LS SHEET A .3