1.1 RELATED DOCUMENTS

Size: px
Start display at page:

Download "1.1 RELATED DOCUMENTS"

Transcription

1 SECTION BEVEL RAIL ENDS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification Sections apply to this section. 1.2 SUMMARY A. Section includes: 1.3 UNIT PRICES 1. This section includes method for increasing safety of remaining steel rail by shortening and beveling the ends. A. Unit prices are not applicable. All work in this section required by the specifications or plans shall be included in the Contractor's Base Bid Lump Sum price. The Base Bid Lump Sum shall include all labor, materials, equipment, tools and incidentals necessary to complete the work. PART 2- PRODUCTS (Not Used) PART 3- EXECUTION 3.1 PREPARATION A. Preserve in operating condition active utilities traversing site. Always locate utilities before digging by calling Missouri one call. B. Missouri Department of Transportation Traffic control for Field Operations TA-3 shall be used during rail beveling. 3.2 RAIL BEVELING A. Where rails remain near the surface at asphalt road crossings, the rail shall be exposed to within 8 inches of the edge of asphalt pavement. The rail shall be cut and removed and the remaining end shall have a 2 to 3 inch, 45 degree, bevel cut in the top comer by grinding or torching. END OF SECTION SECTION BEVEL REMAINING RAIL ENDS Xl601-0l

2 THIS PAGE INTENTIONALLY LEFT BLANK

3 PART 1- GENERAL SECTION STRUCTURAL STEEL FOR BRIDGES 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Structural steel for proposed approach spans for bridge Structural steel for bridge Elastomeric Bearings and steel bolsters for bridge Neoprene Bearing Pads for bridges Cut web repair detail for bridge Threaded rods for adhesive anchorage. 7. Steel for shimming under deck panels. This includes bent plates, hot rolled channels and top flange plates. 8. Material Properties for Embeds, Side Bar and hardware for Precast Deck Panels. 9. Expansion Plates and Flat Head Stainless Steel Concrete Screws. 1.3 ACTION SUBMITTALS A. Shop Drawings: 1. Before beginning fabrication, the Contractor shall submit one set of shop drawings to the Engineer for review. 2. Drawings shall be on 11x17 in sheets. 3. During the preparation of shop drawings, the Contractor shall check all general dimensions of the steel work and shall report any discrepancies discovered to the engineer for revision and correction before fabrication is begun. 4. Indicate locations, plan views, elevations, dimensions, shapes, and cross sections for all structural steel. 5. Indicate welded connections by AWS standard symbols. Show size, length, and type of each weld. 6. No work or ordering of materials for this item shall be done until the submittal has been approved by the engineer. B. Zinc-Rich Paint Technical Data Sheet and Installation Directions

4 1.4 INFORMATIONAL SUBMITTALS A. Welding Certificates: Copies of certificates for welding procedure specifications (WPS), supporting Procedure Qualification Record (PQR) (If required by A WS) and personnel Welding certificates. PART 2- PRODUCTS 2.1 STEEL SECTIONS A. Plates used in the following elements/assemblies shall be ASTM A572 Grade 50. These elements/assemblies shall be hot dip galvanized in accordance with ASTM A123 after fabrication. a. Bent Plates b. Welded Stud Bars c. Bottom Plate Assembly d. Side Plate e. Side Bar and associated Shim Plate and Plate Washers f. Top Flange Plate (Bridge 3153) g. Shim Bars (Bridge 3031) h. Channel Assembly (Bridge 3031) i. L3x3 Angle Assembly (Bridge 2141) j. TPG Side Plate (Bridge 2141) B. Plates, Bars, Plate Washers, Wide Flange Sections, Channels and Angles that are not referenced in section 2.1.A above shall be ASTM A588 weathering steel. C. Bolster Assembly, retainer angles, and sole plate for bridge 2141 shall be ASTM A588 weathering steel. D. HSS Sections shall be ASTM A THREADED RODS A. Threaded Rods shall be ASTM F1554 Grade 36 and shall be hot dip galvanized in accordance with ASTM A153 unless otherwise shown on the plans. a. Threaded rods for Pier substructure modifications at bridges 3153 and 3021 shall be ASTM F1554 Grade 36. B. Nuts shall be in accordance with section of the MoDOT Standard Spec. Nuts shall be Hot Dip Galvanized in accordance with ASM A153 unless otherwise shown on the plans or excluded below. a. Nuts for Pier Substructure modifications at bridges 3153 and

5 C. Washers shall be in accordance with Section of the MoDOT standard spec. Washers shall be hot dip galvanized in accordance with ASTM A153 unless otherwise shown on the plans or excluded below. a. Washers for Pier substructure modifications at Bridges 3153 and BOLTS A. Bolts, nuts and washers shall be in accordance with section of the MoDOT Standard Spec. unless otherwise shown on the plans or listed below. a. Top Flange Plate bolts at bridge 3153 shall be in accordance with section of the MoDOT Standard Spec. Nuts shall be in accordance with section , and washers shall be in accordance with section of the MoDOT Standard Spec. Bolts, Nuts and Washers shall be galvanized in accordance with section of the MoDOT Standard Spec. 2.4 STUDS A. Threaded and Headed Studs shall be in accordance with section of the MoDOT Standard Spec. Studs shall be Galvanized in accordance with ASTM A153 unless otherwise shown on the plans or excluded below. a. Headed studs for Pier substructure modifications at Bridges 3153 and Finish shall be as produced by cold drawing, cold rolling or machining. B. Nuts used for threaded studs shall be A563 heavy jam nuts. Washers shall be used with the threaded studs; the washer shall be in accordance with section of the MoDOT standard Spec. Nuts and washers shall be galvanized in accordance with ASTMA WELDS A. Welding Electrodes: E8018C3 Electrodes and comply with AWS standards for steel type and/or alloy being welded. 2.6 ELASTOMERIC BEARING PADS A. Elastomeric bearing pads shall be Grade 50 Durometer and in accordance with section 1038 of the MoDOT Standard Spec. B. Bond bottom of elastomeric bearing pads to steel bolsters with an epoxy adhesive, in accordance with the bearing manufacturer's recommendations for bonding neoprene to steel to prevent sliding. 2.7 NEOPRENE BEARING PADS A. Neoprene bearing pads shall be Grade 55±5 Durometer and in accordance with section of the MoDOT Standard Spec. 3

6 2.8 FLAT HEAD STAINLESS STEEL CONCRETE SCREWS A. Flat Head Stainless Steel Concrete Screws shall be Philips or Torx head screws. Screws shall be AISI type 410 stainless steel. The screws shall be one of the following or an approved equal: 1. Tapper Powers Fasteners 2 Powers Lane Brewster, NY Tapcon Concrete Anchor ITW Commercial Construction 700 High Grove Blvd Glendale Heights, IL KWIK-CON II+ Legacy Tower, Suite Dallas Parkway Plano, TX STRUCTURAL STEEL FABRICATION A. Structural steel fabrication shall be in accordance with section 1080 of the MoDOT Standard Spec. B. Bent plates shall be fabricated to dimensional tolerances of ±1/16". Angular tolerance for bends shall be ±1 degree TOUCH UP GALVANIZING A. Zinc-Rich paint shall be a single package, ready to apply, organic zinc compound with a minimum of 70% zinc dust in the dry film. Zinc-Rich paint cut sheets shall be submitted to the Engineer for approval. PART 3- EXECUTION 3.1 STRUCTURAL STEEL CONSTRUCTION A. Structural steel construction shall be in accordance with section 712 of the MoDOT Standard Spec. B. All field welding shall be in accordance with section of the MoDOT Standard Spec. C. Bolts shall be installed in accordance with section unless otherwise specified in the drawings. D. Any reference to method of measurement and basis of payment included in the MoDOT Standard Spec. DOES NOT apply to this section. 3.2 TOUCH UP GALVANIZING NOTES A. Indicated Welds on sheet G-1 02 of Volume 2 Drawings and damaged galvanized surfaces in the vicinity of the welds shall be touched-up after welding with the following procedure: 4

7 1. Prior to installing the weld, the existing galvanization shall be removed by grinding or burning in accordance with A WS D Prior to installing weld on painted steel, paint shall be removed by grinding. 2. Surfaces to be touched-up shall be clean, dry, and free of oil, and grease. All flux residue and weld spatter shall be removed with a wire brush. 3. Apply zinc-rich paint with brush to achieve a minimum of 3 Mils dry film thickness. Paint shall be applied 2" beyond edges of damaged areas, to ensure continuity of galvanic action. END OF SECTION

8 THIS PAGE INTENTIONALLY LEFT BLANK

9 SECTION METAL RAILINGS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Bridge Railing 2. Approach Railing B. Related Sections include the following: 1. Section "Structural Steel for Bridges" for threaded rods, nuts and washers material properties. 2. Section "Cast-in-Place Concrete" for adhesive anchorage of railing base plate to concrete panels and concrete foundations. 3. Section "Cast-In-Place Concrete" for Concrete Piers 1.3 ACTION SUBMITTALS A. Shop Drawings: 1. Before beginning fabrication, the Contractor shall submit one set of shop drawings to the Engineer for review. 2. Drawings shall be on 11x17 in sheets 3. During the preparation of shop drawings, the Contractor shall check all general dimensions of the steel work and shall report any discrepancies discovered to the engineer for revision and correction before fabrication is begun. 4. Indicate locations, plan views, elevations, dimensions, shapes, and cross sections of each rail unit. 5. Indicate welded connections by AWS standard symbols. Show size, length, and type of each weld. 6. No work or ordering of materials for this item shall be done until the submittal has been approved by the engineer.

10 1.4 INFORMATIONAL SUBMITTALS A. Welding Certificates: Copies of certificates for welding procedure specifications (WPS), supporting Procedure Qualification Record (PQR) (If required by A WS) and personnel Welding certificates. 1.5 QUALITY ASSURANCE A. Coordinate with other trades to ensure proper sequencing and fitting of constmction. PART 2- PRODUCTS 2.1 STEEL SECTIONS A. Plates and Bars: ASTM A588 B. HSS Sections: ASTM A847 C. Mesh Panels: 4 GA Horse Panel (Fy = 36 ksi. Min.) 2.2 NEOPRENE PAD A. Neoprene bearing pads shall be Shore A - 50 Durometer and in accordance with Section of the MoDOT Standard Spec. 2.3 WELDS 1. Any reference to method of measurement and basis of payment included in the MoDOT Standard Spec. DOES NOT apply to this section. A. Welding Electrodes: E8018C3 Electrodes and comply with AWS standards for steel type and/or alloy being welded. 2.4 FABRICATION A. Fabricate items with joints tightly fitted and secured. Make exposed joints butt tight, flush and hairline. B. Grind exposed welds flush and smooth with adjacent finished surface. Ease exposed edges to small uniform radius. PART 3- EXECUTION 3.1 PREPARATION A. Obtain Architect-Engineer's review prior to site cutting or making adjustments to structural members not indicated to be cut or adjusted. 2

11 3.2 ERECTION A fustall railing units in locations, and to tolerances as shown on the plans. B. Verify alignment between adjacent rail panels. Adjust railing before anchoring to ensure matching alignment at abutting joints. END OF SECTION

12 THIS PAGE INTENTIONALLY LEFT BLANK

SECTION METAL FABRICATIONS

SECTION METAL FABRICATIONS SECTION 05100 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for metal fabrications, including minimum requirements for fabricator, and galvanizing. 1.02 REFERENCE STANDARDS A. ASTM

More information

SECTION STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS

SECTION STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 05 12 00 - STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

ALUMINUM PIPE GUIDERAIL 01/01/

ALUMINUM PIPE GUIDERAIL 01/01/ NOTES PIPE RAILING & POSTS: Structural Tube, Pipe and Bar shall be in accordance with ASTM B22 or ASTM B429, Alloy 606-T6. End Rail 90 bends and corner bends with maximum 4-0" post spacing, may be Alloy

More information

STEEL PIPE GUIDERAIL 01/01/

STEEL PIPE GUIDERAIL 01/01/ NOTES PIPE RAILING & POSTS: Pipe Rails and s shall be in accordance with ASTM A5 Grade B for standard weight pipe and ASTM A500 Grade B, C or D or ASTM A50 for structural tube. Bars for handrail supports

More information

TENANT IMPROVEMENT 16 FEBRUARY WEST 27TH STREET, 4TH FLOOR 100% CD OWNER/BID ADD 1-03/08/2018

TENANT IMPROVEMENT 16 FEBRUARY WEST 27TH STREET, 4TH FLOOR 100% CD OWNER/BID ADD 1-03/08/2018 SECTION 055000 - PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply

More information

SECTION STRUCTURAL STEEL. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.

SECTION STRUCTURAL STEEL. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. SECTION 051200 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting

More information

D. Thermally Sprayed Metallic Coating (Flame Spray): STD SPEC

D. Thermally Sprayed Metallic Coating (Flame Spray): STD SPEC STANDARD SPECIFICATION SECTION 05121 MISCELLANEOUS METALWORK PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, fabrication, and installation of structural steel, connecting bolts, pipes,

More information

A. Extent of structural precast concrete work is shown on drawings and in schedules.

A. Extent of structural precast concrete work is shown on drawings and in schedules. SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification

More information

STRUCTURAL STEEL AND ALUMINUM PART 1 - GENERAL 1.01 SCOPE:

STRUCTURAL STEEL AND ALUMINUM PART 1 - GENERAL 1.01 SCOPE: SECTION 05100 STRUCTURAL STEEL AND ALUMINUM PART 1 - GENERAL 1.01 SCOPE: A. The WORK of this SECTION shall consist of furnishing all the labor, materials, and equipment necessary for installation of structural

More information

SECTION BULLET- RESISTANT DOORS

SECTION BULLET- RESISTANT DOORS 1 SECTION 08 3950 BULLET- RESISTANT DOORS PART 1- GENERAL 1.01 SUMMARY A. This Section Includes: 1. Bullet- resistant steel door and frame systems. 2. Door hardware for bullet- resistant steel door and

More information

STANDARD SPECIFICATION FOR STEEL FRAMING FOR RAILROAD SHELTERS

STANDARD SPECIFICATION FOR STEEL FRAMING FOR RAILROAD SHELTERS SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY 1234 MARKET STREET, PHILADELPHIA, PA 19107 STANDARD SPECIFICATION FOR STEEL FRAMING FOR RAILROAD SHELTERS REVISION DATE SPECIFICATION # F-S-306_ DATE:

More information

SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section

SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section 02760-1 of 5 SECTION 02760 STEEL LIGHTING STANDARDS 02760.01 GENERAL A. Description Steel lighting standards shall include, but not necessarily be limited to, furnishing and installing steel lighting poles,

More information

1.1 SUMMARY. A. This Section includes the following: 1. Loose steel lintels. 2. Shelf angles. 3. Metal floor plate. 4. Pipe bollards.

1.1 SUMMARY. A. This Section includes the following: 1. Loose steel lintels. 2. Shelf angles. 3. Metal floor plate. 4. Pipe bollards. PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Loose steel lintels. 2. Shelf angles. 3. Metal floor plate. 4. Pipe bollards. B. See Division 5 Section "Pipe and Tube Railings"

More information

C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available.

C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available. SECTION 105113 - METAL LOCKERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,

More information

OSE Submittal July 20, 2018

OSE Submittal July 20, 2018 SECTION 055000 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

SECTION THERAPEUTIC POOL ACCESSORIES

SECTION THERAPEUTIC POOL ACCESSORIES PART 1 - GENERAL 1.1 DESCRIPTION: SECTION 13 17 23.11 THERAPEUTIC POOL ACCESSORIES SPEC WRITER NOTES: Delete between // // if not applicable to project. Also, delete any other item or paragraph not applicable

More information

B. Products furnished, but not installed, under this Section include the following:

B. Products furnished, but not installed, under this Section include the following: SECTION 055000- METAL FABRICATIONS PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,

More information

.1 Comply with the General Conditions of the Contract, Supplementary General Conditions and the requirements of Division 1.

.1 Comply with the General Conditions of the Contract, Supplementary General Conditions and the requirements of Division 1. PAGE 1 PART 1 GENERAL 1.1 REFERENCE.1 Comply with the General Conditions of the Contract, Supplementary General Conditions and the requirements of Division 1. 1.2 RELATED WORK SPECIFIED ELSEWHERE.1 Installation

More information

SECTION EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

SECTION EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING SECTION 230516 - EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

More information

RAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch

RAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch Limits of pay length for Bridge RailType 10M (For post spacing, see Dwg. No. B ) B60610 (Use with B60610A) 8 min. 1 max. 8 min. 1 max. 10 0 Max. 10 0 Max. post spacing 10 0 Max. 2 5 Post 1 x 1 slotted

More information

PART MATERIALS. Section Fencing Materials. Description

PART MATERIALS. Section Fencing Materials. Description PART 03000 - MATERIALS Section 03010 - Fencing Materials Description 03010.00 Scope - This section consists of the test requirements, specifications and tolerances for barbed wire, woven wire and chain

More information

GENERAL ELEVATION SECTION A-A

GENERAL ELEVATION SECTION A-A NORTH OR WEST Final pavement Elev. m @ roadway 12 352 out to out precast backwall panels Final pavement Elev. m @ roadway SOUTH OR EAST Pile cut-f Elev. m Pile cut-f Elev. m 3:1 3:1 Approx. existing groundline

More information

BRIDGE RAILING, 4 TUBE B-26-F POST DETAILS MICHIGAN DEPARTMENT OF TRANSPORTATION

BRIDGE RAILING, 4 TUBE B-26-F POST DETAILS MICHIGAN DEPARTMENT OF TRANSPORTATION \ ƒ" x 1 " SLOTTED HOLE IN POST AND \ ƒ"! HOLE IN RAIL \ "! x 6" SLOTTED ROUND HEAD BOLTS, WITH 1 PLATE WASHER, 1 LOCK WASHER AND HEX. NUT \ ƒ" x 1 " SLOTTED HOLE IN POST AND \ ƒ"! HOLE IN RAIL \ "! x

More information

EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL

EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION 05720 METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL EMMEGI ARCHITECTURAL FENCING is a high quality steel fencing system comprised of a hybrid

More information

Design and Construction Standards SECTION ATHLETIC LOCKERS

Design and Construction Standards SECTION ATHLETIC LOCKERS SECTION 10505 ATHLETIC LOCKERS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the General Conditions, Supplementary Conditions, and the Sections included under Division 1, General Requirements,

More information

Collins Engineers Palmetto Islands County Park Boardwalk Repairs 03/28/2014 SECTION ROUGH CARPENTRY

Collins Engineers Palmetto Islands County Park Boardwalk Repairs 03/28/2014 SECTION ROUGH CARPENTRY PART 1 GENERAL 1.1 RELATED SECTIONS SECTION 061000 ROUGH CARPENTRY A. Drawings and general provisions of the Construction Contract, including General Conditions and Division 1 Specification Sections, apply

More information

PIP STF05121 Anchor Fabrication and Installation Into Concrete

PIP STF05121 Anchor Fabrication and Installation Into Concrete June 2017 Structural PIP STF05121 Anchor Fabrication and Installation Into Concrete PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this

More information

SECTION CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

SECTION CABLE TRAYS FOR COMMUNICATIONS SYSTEMS SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division

More information

SECTION TRAFFIC SIGNAGE

SECTION TRAFFIC SIGNAGE SECTION 10 14 53 TRAFFIC SIGNAGE PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing roadside traffic signage. B. Providing additional traffic signs as required in Sections 01 55 28 Controlling

More information

TECHNICAL CORRECTION October Process Industry Practices Structural. PIP STF05121 Fabrication and Installation of Anchor Bolts

TECHNICAL CORRECTION October Process Industry Practices Structural. PIP STF05121 Fabrication and Installation of Anchor Bolts TECHNICAL CORRECTION October 2006 Process Industry Practices Structural PIP STF05121 Fabrication and Installation of Anchor Bolts PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize

More information

5/16" Flange nut. Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc plated bolt w/ washers and nut. Anchor 3" sq. 7 Ga.

5/16 Flange nut. Bolt Keeper Plate (8 Sq. SYS.) (3) 1/2 x 3 Hex head connector zinc plated bolt w/ washers and nut. Anchor 3 sq. 7 Ga. 2 1/2" x 2 1/2" x 10 Ga. 6" 5" 4" Variable Slipbase (8" Sq. SYS.) 5/16 Corner Bolt W/ nut 5/16" Flange nut Stub Insert (8" Sq. SYS.) Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc

More information

Essex County College - West Essex Campus Addition And Renovations dlb # / SECTION EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

Essex County College - West Essex Campus Addition And Renovations dlb # / SECTION EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING SECTION 230516 - EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

More information

SHEET METAL FLASHING AND TRIM Christ on the Mountain

SHEET METAL FLASHING AND TRIM Christ on the Mountain SECTION 076200 - SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Compatibly with the bumping of flashings and trim as identified in the Membrane Roofing Section 075000.

More information

Product Guide Specification

Product Guide Specification HALFEN USA Inc. March 2012 8521 FM 1976 P.O. Box 547 Converse, TX 78109 Toll Free 800-423-9140 Fax 888-277-1695 Website www.halfenusa.com E-mail info@halfenusa.com Product Guide Specification Specifier

More information

SECTION SHEET METAL FLASHING AND TRIM

SECTION SHEET METAL FLASHING AND TRIM SECTION 07620 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Formed roof drainage sheet metal fabrications. 2. Formed low-slope roof sheet metal fabrications. 1.2 SUBMITTALS A. Shop Drawings: Show

More information

SECTION ARCHITECTURAL PRECAST CONCRETE

SECTION ARCHITECTURAL PRECAST CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Column covers. 1.2 SUBMITTALS A. Design Mixtures: For each precast concrete mixture. Include compressive strength and waterabsorption

More information

SECTION CONCRETE REINFORCEMENT FOR STEAM UTILITY DISTRIBUTION

SECTION CONCRETE REINFORCEMENT FOR STEAM UTILITY DISTRIBUTION PAGE 032015-1 SECTION 032015 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,

More information

11-1/4 OD at Transition Point. Microcosmic. 4th and Brannan Street Platform Station Project. Elevation. Moto Ohtake 2014

11-1/4 OD at Transition Point. Microcosmic. 4th and Brannan Street Platform Station Project. Elevation. Moto Ohtake 2014 74 480 330 90 72 180 150 60 90 18 11- OD at Transition Point 36 184 74 Microcosmic Elevation 14 1 Moto Ohtake I. GENERAL NOTES: A. SCULPTURE DESIGN CRITERIA 1. CALIFORNIA BUILDING CODE (CBC, 2010 EDITION)

More information

UFGS (November 2010) UNIFIED FACILITIES GUIDE SPECIFICATIONS

UFGS (November 2010) UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCESA / NASA UFGS-05 52 00 (February 2011) Change 2-11/12 ----------------------------- Preparing Activity: NASA Superseding UFGS-05 52 00 (November 2010) UNIFIED FACILITIES GUIDE SPECIFICATIONS

More information

4. Metal roof jacks at penetrations and attachments

4. Metal roof jacks at penetrations and attachments - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION 07 61 00 METAL SHINGLE ROOFING - - - - - - - - - - -

More information

Section 914. JOINT AND WATERPROOFING MATERIALS

Section 914. JOINT AND WATERPROOFING MATERIALS 914.01 Section 914. JOINT AND WATERPROOFING MATERIALS 914.01. General Requirements. Joint and waterproofing material for use in concrete construction must meet the requirements of this section. 914.02.

More information

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standard hollow metal doors and frames. 1.2 SUBMITTALS A. Product Data: For each type of product indicated.

More information

A. Compatibility: Products shall be suitable for piping service fluids, materials, working pressures, and temperatures.

A. Compatibility: Products shall be suitable for piping service fluids, materials, working pressures, and temperatures. SECTION 22 05 16 LOOPS FOR PLUMBING PIPING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

FIRE STATION NO TH STREET NORTH ST. PETERSBURG, FL M-1 SCOPE OF WORK SYMBOL DESCRIPTION SYMBOL DESCRIPTION HVAC SYMBOL LEGEND

FIRE STATION NO TH STREET NORTH ST. PETERSBURG, FL M-1 SCOPE OF WORK SYMBOL DESCRIPTION SYMBOL DESCRIPTION HVAC SYMBOL LEGEND HVAC SYMBOL LEGEND HVAC PIPING AND VALVES LEGEND HVAC GENERAL NOTES SCOPE OF WORK SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PHASING OF WORK HVAC ABBREVIATIONS ABBREVIATION

More information

SECTION INTERIOR SIGNAGE

SECTION INTERIOR SIGNAGE SECTION 10 14 02 INTERIOR SIGNAGE PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by

More information

AESS Documents prepared by CISC ad hoc committee

AESS Documents prepared by CISC ad hoc committee AESS Documents prepared by CISC ad hoc committee Included: AESS Matrix (Proposed as base document and part of an Appendix, Spec and Guide) Appendix I (Proposed for inclusion in CISC Code of Standard Practice)

More information

SECTION ARCHITECTURAL WOOD CASEWORK

SECTION ARCHITECTURAL WOOD CASEWORK SECTION 06410 - ARCHITECTURAL WOOD CASEWORK PART 1 GENERAL 1.01 SECTION INCLUDES A. Wood cabinets for opaque finish. B. Flush wood paneling for transparent finish. C. Factory finishing. 1.02 RELATED REQUIREMENTS

More information

Project: # Solano Community College District

Project: # Solano Community College District ADDENDUM #02 Project: #16 007 Solano Community College District Horticulture Site Improvements Date: April 26, 2016 The following clarifications are provided based on questions received or changes in District

More information

SECTION SITE FURNISHINGS FOR CFCRT. 1. American Society for Testing and Materials (ASTM).

SECTION SITE FURNISHINGS FOR CFCRT. 1. American Society for Testing and Materials (ASTM). PART 1 - GENERAL 1.1 SECTION INCLUDES A. Benches. B. Trash receptacles. C. Bike storage. 1.2 REFERENCE STANDARDS A. Including but not limited to: 1. American Society for Testing and Materials (ASTM). 1.3

More information

SECTION PRECAST HOLLOW CORE PLANKS

SECTION PRECAST HOLLOW CORE PLANKS PART 1 GENERAL 1.1 SECTION INCLUDES A. Roof planks. B. Floor planks. C. Accessories. 1.2 RELATED REQUIREMENTS A. Division 01 General Requirements. SECTION 03 4113 PRECAST HOLLOW CORE PLANKS B. Section

More information

WAL-MART SUPERCENTER # ; Milwaukie, OR: SPECIFICATIONS. Revisions to Specification Fence

WAL-MART SUPERCENTER # ; Milwaukie, OR: SPECIFICATIONS. Revisions to Specification Fence MILWAUKIE OR #3144-00 ADDENDUM #5 NARRATIVE: 11-08-12 WAL-MART SUPERCENTER #3144-00; Milwaukie, OR: SPECIFICATIONS SPECIFICATIONS Revisions to Specification 02822 Fence Spec division 02822 has been revised

More information

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standard hollow metal doors and frames. 1.2 SUBMITTALS A. Product Data: For each type of product indicated.

More information

SECTION ARCHITECTURAL PRECAST CONCRETE PART 1 - GENERAL

SECTION ARCHITECTURAL PRECAST CONCRETE PART 1 - GENERAL SECTION 03450 - ARCHITECTURAL PRECAST CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION A. Work of this section is subject to requirements of the Contract Documents including the General Conditions and Supplementary

More information

Balustrade Systems / Installation Instructions

Balustrade Systems / Installation Instructions A. PARTS AND SUPPLIES NEEDED FOR INSTALLATION Hardware included for each 10 section of rail: 2 3 x 1-1/2 L-brackets 4 1-3/4 x 3/16 Blue hex-head screws for anchoring the L-brackets to the newel cap, column

More information

712 - STRUCTURAL STEEL CONSTRUCTION SECTION 712 STRUCTURAL STEEL CONSTRUCTION

712 - STRUCTURAL STEEL CONSTRUCTION SECTION 712 STRUCTURAL STEEL CONSTRUCTION SECTION 712 STRUCTURAL STEEL CONSTRUCTION 712.1 DESCRIPTION Fabricate and erect the structural steel as designated in the Contract Documents. See SECTION 705 for fabrication of structural steel. Provide

More information

b. B aluminum and aluminum-alloy extruded bar, rod, wire, shape and tube

b. B aluminum and aluminum-alloy extruded bar, rod, wire, shape and tube MODEL 240I SECTION 08120 FLUSH ALUMINUM DOORS AND FRAMES PART I GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required to deliver and install aluminum doors, frames,

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-05 52 00 (February 2018) ----------------------------- Preparing Activity: NASA Superseding UFGS-05 52 00 (August 2015) UNIFIED FACILITIES GUIDE SPECIFICATIONS References

More information

Architecturally Exposed Structural Steelwork (AESS) Sample Specification (for Engineers)

Architecturally Exposed Structural Steelwork (AESS) Sample Specification (for Engineers) Architecturally Exposed Structural Steelwork (AESS) Sample Specification (for Engineers) Sample Specification (for Engineers) Architecturally Exposed Structural Steel (AESS) PART 1 GENERAL 1.1. RELATED

More information

SECTION CHAIN LINK FENCING AND GATES

SECTION CHAIN LINK FENCING AND GATES PART 1 GENERAL 1.01 SCOPE OF WORK A. The Contractor shall furnish and install all materials, labor, equipment and incidentals required to provide chain link fencing and gates as Shown on the Contract Drawings

More information

Item 550 Chain Link Fence

Item 550 Chain Link Fence Item Chain Link Fence 1. DESCRIPTION 2. MATERIALS Furnish, install, remove, repair, or replace chain link fence and gates. Furnish certification from the chain link fence materials manufacturer stating

More information

GUIDELINE SPECIFICATIONS

GUIDELINE SPECIFICATIONS GUIDELINE SPECIFICATIONS GORDON MILLENNIUM DECORATIVE METAL COLUMN COVERS DIVISION 05 7500 or DIVISION 09 2000 Note To Specifier: Column Covers are a finished, decorative product and should be installed

More information

SECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP

SECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP 1 1 1 0 1 0 1 0 1 SECTION 1 1 CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP BASED ON DFD MASTER SPECIFICATION DATED /01/ P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of

More information

Multi-Institutional Academic Health Science & Research Center Evansville, IN

Multi-Institutional Academic Health Science & Research Center Evansville, IN SECTION 06 1053 - MISCELLANEOUS ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions Division 01 Specification

More information

SECTION ROUGH CARPENTRY

SECTION ROUGH CARPENTRY SECTION 06 10 00- ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including Contracting Requirements and Division 1 Specification Sections, apply

More information

SECTION HOLLOW METAL DOORS AND FRAMES

SECTION HOLLOW METAL DOORS AND FRAMES SECTION 081113 HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standard hollow metal doors and frames. 1.2 SUBMITTALS A. Product Data: Include construction details, material

More information

AMPCO PRODUCTS, INC. TECHNICAL SPECIFICATIONS SOLID PHENOLIC CORE TOILET COMPARTMENTS

AMPCO PRODUCTS, INC. TECHNICAL SPECIFICATIONS SOLID PHENOLIC CORE TOILET COMPARTMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS TECHNICAL SPECIFICATIONS SOLID PHENOLIC CORE TOILET COMPARTMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and

More information

WOOD WOOD

WOOD WOOD 12655 - WOOD 12655-1 Part One - General WOOD 1.0 All materials used in the finishing shall be of the highest grade of their respective kinds. Materials shall be evenly and smoothly applied by skilled mechanics.

More information

SECTION CARPENTRY

SECTION CARPENTRY SECTION 06100 CARPENTRY PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Carpentry work including grounds, nailers, blocking, miscellaneous framing, plywood backing panels, plywood sheathing, preservative

More information

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts. SECTION 58 PRECAST CONCRETE BOX CULVERT 58.1 DESCRIPTION A. General This work consists of furnishing and installing Pre-cast Concrete Box Culverts. B. Related Work Section 51 Section 52 Section 53 Section

More information

JVI Vector Connector

JVI Vector Connector The JVI Vector Connector User Guidelines 1 of 11 INTRODUCTION JVI designed the Vector Connector for use as shear and alignment connections between precast concrete elements such as double-tee flanges,

More information

A. Rough carpentry includes but is not limited to the following:

A. Rough carpentry includes but is not limited to the following: SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections,

More information

C. HMMA 863: Guide Specifications for Detention Security Hollow Metal Doors and Frames

C. HMMA 863: Guide Specifications for Detention Security Hollow Metal Doors and Frames SECTION 083463 DETENTION DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

Edgerail Aluminum Bridge Railing System Specification & Installation Instructions

Edgerail Aluminum Bridge Railing System Specification & Installation Instructions Edgerail System Specification & Installation Instructions Hill & Smith, Inc 1000 Buckeye Park Road Columbus, Ohio 43207 Tel: 614-340-6294 Fax: 614-340-6296 www.hillandsmith.com Section A System Specification

More information

SUBMITTAL INFORMATION "BOLTS, NUTS AND FLAT WASHERS" "ABSTRACT OF ASTM A307 GRADE A AND B" CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH

SUBMITTAL INFORMATION BOLTS, NUTS AND FLAT WASHERS ABSTRACT OF ASTM A307 GRADE A AND B CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH "BOLTS, NUTS AND FLAT WASHERS" "ABSTRACT OF ASTM A307 GRADE A AND B" CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH GRADE: LOW CARBON STEEL GRADE A GRADE B PHOSPHOROUS MAX % 0.06 0.04 SULFUR,

More information

SECTION MANUFACTURED CASEWORK

SECTION MANUFACTURED CASEWORK 1 GENERAL 1.1 SECTION INCLUDES SECTION 12300 MANUFACTURED CASEWORK A. Work required to complete the manufactured casework indicated by the Contract Documents, and the items necessary for its proper installation.

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-10 51 13 (May 2011) ------------------------- Preparing Activity: NAVFAC Superseding UFGS-10 51 13 (July 2007) UNIFIED FACILITIES GUIDE SPECIFICATIONS References are

More information

Toll-Free

Toll-Free Primary applications for Ross DS Series Security Doors and Frames include government, industrial, commercial and residential properties where protection of people and property is of utmost concern and

More information

OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO

OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899 July 20, 2012 To: Users of the Standard Bridge Drawings From: Tim Keller, Administrator, Office of Structural

More information

1. ANSI/ASME Standard B , Square and Hex Bolts and Screws, Inch Series

1. ANSI/ASME Standard B , Square and Hex Bolts and Screws, Inch Series SECTION 31 66 13 HELICAL PILES AND HELICAL ANCHORS PART 1 - GENERAL 1.1 DESCRIPTION A. This work pertains to furnishing and installing Helical Piles and Bracket Assemblies shown in the Contract in accordance

More information

CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST

CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO. 2012-16A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST 2014 CHAIN LINK FENCE SPECIFICATIONS Chain link fence,

More information

SECTION CABLE TRAYS

SECTION CABLE TRAYS SECTION 16139 CABLE TRAYS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,

More information

B. See Division 05 Section "Pipe and Tube Railings" for metal pipe and tube railings.

B. See Division 05 Section Pipe and Tube Railings for metal pipe and tube railings. SECTION 055000 - METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following, applicable: 1. Miscellaneous steel framing and supports. 2. Prefabricated building columns. 3. Shelf

More information

NAVSEA STANDARD ITEM

NAVSEA STANDARD ITEM NAVSEA STANDARD ITEM FY-19 DATE: 01 OCT 2017 CATEGORY: I 1. SCOPE: 1.1 Title: Threaded Fastener Requirements; accomplish 2. REFERENCES: 2.1 Standard Items 2.2 S9086-CJ-STM-010/075, Fasteners 3. REQUIREMENTS:

More information

SECTION METAL CASTINGS AND FABRICATIONS

SECTION METAL CASTINGS AND FABRICATIONS SECTION 05500 METAL CASTINGS AND FABRICATIONS PART 1 GENERAL 1.01 SUMMARY A. This section addresses the acceptable products, materials, manufacture, fabrication and installation of metal castings and metal

More information

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section includes standard hollow metal doors and frames. 1.2 SUBMITTALS A. Product Data: For each type of product indicated.

More information

SECTION FOLDING GLASS PANEL PARTITIONS

SECTION FOLDING GLASS PANEL PARTITIONS SECTION 10 22 26.35 FOLDING GLASS PANEL PARTITIONS USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED FOLDING GLASS PANEL PARTITIONS. SECTION INCLUDES OVERHEAD TRACK ASSEMBLY, MOUNTING BRACKETS, MOUNTING

More information

GURANTEED TECHNICAL PARTICULARS OF BACK CLAMP FOR LT CROSS ARM

GURANTEED TECHNICAL PARTICULARS OF BACK CLAMP FOR LT CROSS ARM Technical Specification of Back Clamp for LT Cross Arm (MS) Back clamp for LT Cross Arm made out of 50 x 6mm MS Flat suitable for 8m X 300 Kg PSC poles. After fabrication the cross arm shall be painted

More information

SECTION HOLLOW METAL DOORS AND FRAMES

SECTION HOLLOW METAL DOORS AND FRAMES PART 1 GENERAL 1.01 SECTION INCLUDES SECTION 08 11 13 HOLLOW METAL DOORS AND A. Non-fire-rated hollow metal doors and frames. B. Hollow metal frames for wood doors. C. Fire-rated hollow metal doors and

More information

Suggested Specification for Preparing Hot-Dip Galvanized Steel Surfaces for Painting Revised February 2002

Suggested Specification for Preparing Hot-Dip Galvanized Steel Surfaces for Painting Revised February 2002 Suggested Specification for Preparing Hot-Dip Galvanized Steel Surfaces for Painting Revised February 2002 This suggested specification is provided as a guide to preparing a quality document calling for

More information

SECTION BATHROOM ACCESSORIES

SECTION BATHROOM ACCESSORIES SECTION 10-20-00 BATHROOM ACCESSORIES PART 1 GENERAL 1.01 SCOPE OF WORK A. Include all supplied materials, to complete the work of the above referenced section. 1. SCS to supply bathroom accessories, Finish

More information

UNISTRUT CORPORATION 2. AREA DIRECTLY ABOVE THE SUPPORT TO BE FREE AND CLEAR OF ALL OBSTRUCTIONS. 3. EXISTING STRUCTURE TO BE CHECKED BY OTHERS.

UNISTRUT CORPORATION 2. AREA DIRECTLY ABOVE THE SUPPORT TO BE FREE AND CLEAR OF ALL OBSTRUCTIONS. 3. EXISTING STRUCTURE TO BE CHECKED BY OTHERS. 1. THIS SUPPORT SYSTEM IS DESIGNED TO 1. THIS SUPPORT SYSTEM IS DESIGNED TO 1. THIS SUPPORT SYSTEM IS DESIGNED TO 1. THIS SUPPORT SYSTEM IS DESIGNED TO MEDICAL EQUIPMENT SUPPORTS SECTION 05600 1. GENERAL

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-08 33 13 (May 2009) Change 2-11/12 --------------------------- Preparing Activity: USACE Nontechnical Title Revision (August 2015) UNIFIED FACILITIES GUIDE SPECIFICATIONS

More information

UNISTRUT CORPORATION 2. AREA DIRECTLY ABOVE THE SUPPORT TO BE FREE AND CLEAR OF ALL OBSTRUCTIONS. 3. EXISTING STRUCTURE TO BE CHECKED BY OTHERS.

UNISTRUT CORPORATION 2. AREA DIRECTLY ABOVE THE SUPPORT TO BE FREE AND CLEAR OF ALL OBSTRUCTIONS. 3. EXISTING STRUCTURE TO BE CHECKED BY OTHERS. 1. THIS SUPPORT SYSTEM IS DESIGNED TO 1,700 LBS. WITH LESS THAN 1/16" DEFLECTION. 1. THIS SUPPORT SYSTEM IS DESIGNED TO 1,700 LBS. WITH LESS THAN 1/16" DEFLECTION. 1. THIS SUPPORT SYSTEM IS DESIGNED TO

More information

Section COUPLINGS AND COUPLING ADAPTERS. This Section covers couplings and coupling adapters for ductile iron and steel pipe.

Section COUPLINGS AND COUPLING ADAPTERS. This Section covers couplings and coupling adapters for ductile iron and steel pipe. PART 1 GENERAL 1.01 SUMMARY Section 15155 This Section covers couplings and coupling adapters for ductile iron and steel pipe. 1.02 MEASUREMENT AND PAYMENT A. No separate payment for Work performed under

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-35 59 13.19 (April 2006) ----------------------------- Preparing Activity: NAVFAC Replacing without change UFGS-02397 (May 2003) UNIFIED FACILITIES GUIDE SPECIFICATIONS

More information

Copyright 2017 AIA MasterSpec Premium 05/17 PRODUCT MASTERSPEC LICENSED BY ARCOM TO WEREVER PRODUCTS, INC.

Copyright 2017 AIA MasterSpec Premium 05/17 PRODUCT MASTERSPEC LICENSED BY ARCOM TO WEREVER PRODUCTS, INC. This Product MasterSpec Section is licensed by ARCOM to Werever Products, Inc. ("Licensee"). This proprietary Product MasterSpec Section uses modified original MasterSpec text. Revisions made to the original

More information

Ash Brook Golf Course Scotch Plains, New Jersey

Ash Brook Golf Course Scotch Plains, New Jersey SECTION 062013 - EXTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

SECTION SAND CUSHION TERRAZZO FLOORING

SECTION SAND CUSHION TERRAZZO FLOORING SECTION 09 66 13.13 SAND CUSHION TERRAZZO FLOORING THIS GUIDE SPECIFICATION HAS BEEN PREPARED BY THE NATIONAL TERRAZZO AND MOSAIC ASSOCIATION, INC., AND IS DISTRIBUTED FOR USE BY ITS MEMBERS AND DESIGN

More information

REQUEST FOR INFORMATION (RFI)

REQUEST FOR INFORMATION (RFI) Planning, Development & Facilities 349 Magnolia Avenue Glendale, California 91204 Tel: 818.507.0201 Fax: 818.507.4911 Project Name: Jefferson ES-12 Classroom Bldg. DSA No: A#:03-114361, File#:19-41 District

More information

FLUOROPOLYMER COATED DUCT FOR CAUSTIC ENVIRONMENTS

FLUOROPOLYMER COATED DUCT FOR CAUSTIC ENVIRONMENTS DIVISION 23 FLUOROPOLYMER COATED DUCT FOR CAUSTIC ENVIRONMENTS Part I General 1.1 Related Documents A. All terms and general provisions of contract, General and Supplementary Conditions, and Specification

More information