Complete Compiled Specification.pdf - Peck Ormsby Construction

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SECTION 07511 – BUILT-UP ASPHALT ROOFING PART 1 – GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 <strong>Specification</strong> Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Repair of existing roof system and new membrance adjacent addition. 2. Roof insulation. 3. Built-up asphalt roofing system. B. Related Sections include the following: 1. Division 2 Section “Selective Demolition” for additional requirements for removal and disposal of construction materials. 2. Division 6 Section “Rough Carpentry” for wood nailers, curbs, cants, and blocking, and plywood sheathing. 3. Division 7 Section “Polyvinyl-Chloride (PVC) Roofing” for expansion joint covers and tie-in to roof at new addition. 4. Division 7 Section “Flashing and Sheet Metal” for metal counter flashings. 5. Division 15 for roof drain removal and re-installation. 1.03 DEFINITIONS A. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA’s “The NRCA Roofing and Waterproofing Manual” for definition of terms related to roofing work in this Section. B. Hot Roofing Asphalt: Roofing asphalt heated to its equiviscous temperature, the temperature at which its viscosity is 125 centipoises for mopping application and 75 centipoises for mechanical application, within a range of plus or minus 25 deg F measured at the mop cart or mechanical spreader immediately before application. 1.04 PERFORMANCE REQUIREMENTS A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience. C. FMG Listing: Provide roofing membrane, base flashings, and component materials that comply with requirements in FMG 4450 and FMG 4470 as part of a roofing SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 BUILT-UP ASPHALT ROOFING 07511 - 1
1.05 SUBMITTALS system and that are listed in FMG’s “Approval Guide” for Class 1 or noncombustible construction, as applicable. Identify materials with FMG markings. 1. Fire/Windstorm Classification: Class 1A-90. 2. Hail Resistant: MH A. Product Data: For each type of product indicated. B. Samples for Verification: For the following: 1. 12”x12” square of ply sheet/ flashing backer sheet. 2. 12”x12” square of flashing sheet. 3. 12”x12” square of roof insulation. 4. Two insulation fasteners of each type, length, and finish. C. Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install roofing system. D. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in “Performance Requirements” Article. 1. Submit evidence of meeting performance requirements. E. Qualification Data: For Installer and manufacturer. F. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by qualified testing agency, for components of roofing system. G. Research/Evaluation Reports: For components of roofing system. H. Maintenance Data: For roofing system to include in maintenance manuals. I. Warranties: Special warranties specified in the Section. J. Inspection Report: Copy of roofing system manufacturer’s inspection report of completed roofing installation. 1.06 QUALITY ASSURANCE A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer’s product and that is eligible to receive manufacturer’s warranty. 1. Experience: 5 years minimum. B. Manufacturer Qualifications: A qualified manufacturer that has UL listing for roofing system identical to that used for this Project. C. Manufacturer’s Field Inspection: Require Manufacturer to maintain an inspector who is on job site during times that built-up asphalt roofing work is in progress and who is experienced in installing roofing systems similar to type and scope required for this SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 BUILT-UP ASPHALT ROOFING 07511 - 2
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SL&A ARCHITECTS A R C H I T E C T U
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DIVISION 4 - MASONRY Section 04200
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Section 16740 - Telephone and Data
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SECTION 00010 - NOTICE TO SUBCONTRA
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SECTION 00100 - INSTRUCTIONS TO BID
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A. Prior to signing the contract, t
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SECTION 00300 - BID FORM TO: Peck O
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SECTION 00350 - FORMS PART 1 - GENE
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Utah State Tax Commission Exemption
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SECTION 00500 - PROJECT SCHEDULES P
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28. Temporary Field Office, Storage
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SECTION 00700 - GENERAL CONDITIONS
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SUPPLEMENTARY GENERAL CONDITIONS Th
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Irrespective of the requirements as
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DIVISION 1 - GENERAL REQUIREMENTS S
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to this project, unless a higher st
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B. Alternate No. 2 - 80 Mil Single-
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substantiate quantities. 3. Indicat
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A. General: Limitations on usage as
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SEGO LILY ELEMENTARY SCHOOL CLASSRO
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END OF SECTION 4. Copies of Standar
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including related specification sec
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e. Name of supplier. f. Change Orde
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coincide with submittal of the fina
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affected by decisions or actions re
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transmit submittals to the Architec
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1.06 SHOP DRAWINGS 10. Change order
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PART 2 - PRODUCTS (Not Applicable)
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2.01 PAYMENT FOR TESTING SERVICES A
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1.08 WATER beyond the contract limi
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A. Prior to final inspection and co
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! ! SEGO LILY ELEMENTARY SCHOOL CLA
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A. Operational Elements: Do not cut
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D. Owner’s Recourse: Written warr
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B. List of Systems and Subsystems:
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2.04 PRODUCTS MAINTENANCE MANUAL A.
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E. Drawings: Prepare drawings suppl
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SECTION 02001 GENERAL SITE CONSTRUC
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SECTION 02002 - SITE CLEARING PART
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2.2 TEMPORARY EROSION AND SEDIMENTA
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2.7 SITE IMPROVEMENTS A. Remove exi
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SECTION 02003 - EARTH MOVING PART 1
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2. Bulk Excavation: Late-model, tra
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J. Sand: ASTM C 33; fine aggregate,
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prices included in the Contract Doc
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concrete fill, with 28-day compress
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C. Compact soil materials to not le
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3.20 PROTECTION A. Protecting Grade
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SECTION 02004 - EXCAVATION SUPPORT
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SECTION 02005 - ASPHALT PAVING PART
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B. Store pavement-marking materials
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2.4 MIXES A. Hot-Mix Asphalt: Dense
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3.4 SURFACE PREPARATION A. General:
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I. Erect barricades to protect pavi
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SECTION 02006 - CONCRETE PAVING PAR
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6. Approved mockups may become part
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1. Aggregate Sizes: 3/4 to 1 inch n
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C. Add air-entraining admixture at
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3.5 JOINTS D. Install welded wire r
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1. Remove and replace concrete that
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2. Uniformly distribute approximate
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1. Spread glass beads uniformly int
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SECTION 02007- SITE SIGNAGE PART 1
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C. Anchor sign panels securely to s
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SECTION 02008 - WATER UTILITY PIPIN
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thick. Provide blue tape with black
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PART 3 - EXECUTION 3.1 Examination:
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3.8 PIPE JOINT CONSTRUCTION A. Basi
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SECTION 02009 - STORM UTILITY DRAIN
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2.3 HUBLESS CAST-IRON SOIL PIPE AND
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2.8 MANHOLES A. Standard Precast Co
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5. Adjusting Rings: Interlocking ri
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B. PE Sheeting: ASTM D 4397, with a
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37. NPS 18 to NPS 36 (DN 450 to DN
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1. Join hub-and-spigot, cast-iron s
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3.9 CATCH BASIN INSTALLATION A. Con
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a. Alignment: Less than full diamet
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SECTION 02010 - SUBDRAINAGE PART 1
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1. Gaskets: ASTM C 564, rubber, of
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3. Filter Fabric: Nonwoven, PP geot
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2. Type VI, 1.8-lb/cu. ft. (29-kg/c
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3.5 LANDSCAPING DRAINAGE INSTALLATI
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Set top of cleanout flush with grad
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SECTION 02050 - SELECTIVE DEMOLITIO
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A. Excavated areas associated with
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SECTION 02270 EROSION CONTROL PART
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SECTION 02608 -SANITARY SEWERAGE PI
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B. Gaskets: ASTM C 564, rubber. C.
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2.9 CLEANOUTS A. Gray-Iron Cleanout
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. Unshielded, increaser/reducer-pat
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1. Use light-duty, top-loading clas
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B. Test new piping systems, and par
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SECTION 02630 PIPING, VALVES, GATES
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having a mechanical push-on, or sim
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diameter shall be Class 54, minimum
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PART 18 FLEXIBLE FITTINGS A. Flexib
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PART 24 LEAKAGE TEST leaks repaired
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1. Unions shall be railroad type wi
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2. Before coating, pipe surface sha
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through 12-inch diameter shall meet
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elbows 3 inches in size or larger m
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END OF SECTION 02630 SEGO LILY ELEM
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SECTION 02668 - FIRE WATER SYSTEM P
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F. Cast-Iron Washers: Gray-iron, AS
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SECTION 02810 - UNDERGROUND IRRIGAT
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3) The Contractor shall make neat a
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PHONE: DATE OF ACCEPTANCE: IRRIGATI
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4) All splices shall be made with S
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4) If settlement occurs and necessi
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A. Adjustment of the System: 1) The
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SECTION 02830 - FENCES AND GATES PA
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SECTION 02900 - LANDSCAPING GENERAL
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stipulate when and how said varianc
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4) All plants shall be true to name
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planting. F. Immediately after plan
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B. The Contractor shall, within ten
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DIVISION 3 - CONCRETE Section 03300
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D. Test Patch Area: Contractor shal
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a. "Pozzolith R" Master Builders b.
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D. Use air-entraining admixture in
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3. Locate construction joints not s
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A. Rough Form Finish: For formed su
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flat surfaces, by application of ap
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H. Perform structural repairs with
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SECTION 04200 - UNIT MASONRY PART 1
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2.03 CONCRETE MASONRY UNITS (CMU) 1
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mortar and grout materials, maintai
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3.07 CURING A. Provide thorough cur
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DIVISION 5 - METALS Section 05120 -
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B. Qualifications for Welding Work:
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2.04 SHOP PAINTING A. Shop paint st
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F. Shop-Bolted Connections: Inspect
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1.06 QUALIFICATIONS A. The fabricat
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END OF SECTION Paint field-applied
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PART 2 - PRODUCTS 2.01 MATERIALS to
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K. Touch-Up Painting: After decking
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B. Store sheathing level and protec
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1. Type S-12, bugle head, self-tapp
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END OF SECTION b. Skim coat surface
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nondestructive procedure, deficient
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G. Form exposed connections with ha
Page 297 and 298: 3.02 WELDING A. Where welded connec
Page 299 and 300: SEGO LILY ELEMENTARY SCHOOL CLASSRO
Page 301 and 302: B. Store materials in original cont
Page 303 and 304: D. Aluminum compression seal with f
Page 306 and 307: SECTION 06100 - ROUGH CARPENTRY PAR
Page 308 and 309: equipment curbs and support bases,
Page 310 and 311: 3.02 WOOD GROUNDS, NAILERS, BLOCKIN
Page 312 and 313: SECTION 06402 - INTERIOR ARCHITECTU
Page 314 and 315: 4. Other Exposed Surfaces: Faces of
Page 316 and 317: 2. Chain bolts are 3" long, and hav
Page 318 and 319: A. All nominal 1" thick laminate cl
Page 320: DIVISION 7 - THERMAL AND MOISTURE P
Page 323 and 324: 1. Owens-Corning 2. Johns Manville
Page 327 and 328: 2.02 MATERIALS A. Primer/Adhesive:
Page 331 and 332: 1. Submit documentation, including
Page 333 and 334: I. Solvent-Release-Curing Intumesce
Page 335 and 336: B. Install fill materials for throu
Page 337 and 338: PART 3 - EXECUTION 3.01 INSPECTION
Page 339 and 340: 2.02 FINISH C. Accessories: 1. Prov
Page 341 and 342: (1) All costs resulting from modifi
Page 343 and 344: a. When tested in accordance with A
Page 345 and 346: B. Aluminum Extrusions: 1. Perimete
Page 347: END OF SECTION ____________________
Page 351 and 352: C. Protect roof insulation material
Page 353 and 354: 1. Thickness: As required to provid
Page 355 and 356: Stagger joints from joints in insul
Page 357 and 358: adequacy of adhesion or embedment b
Page 359 and 360: effect unless the contractor notifi
Page 361 and 362: Products Qualified Product List" fo
Page 363 and 364: 25 year successful track record. 1.
Page 365 and 366: 3.4 MECHANICALLY FASTENED MEMBRANE
Page 369 and 370: 2.02 FINISH E. Solder: Grade A, AST
Page 373 and 374: 3.03 ERECTION A. Erect in strict ac
Page 375 and 376: 1. Certification by joint sealant m
Page 377 and 378: 1. Traffic a. Sika 2C S/L: Sika Cor
Page 379 and 380: 1. Remove all foreign material from
Page 384 and 385: SECTION 08100 - HOLLOW METAL DOORS
Page 386 and 387: 3.02 WORKMANSHIP A. All work shall
Page 388 and 389: SECTION 08200 - WOOD DOORS PART 1 -
Page 390 and 391: Division 1500-S-4 - Finish System S
Page 392 and 393: SECTION 08305 - ACCESS DOORS PART 1
Page 394 and 395: 3.01 PREPARATION A. Advise Installe
Page 396 and 397: SECTION 08400 - ALUMINUM ENTRANCES
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A General: Comply with NAAMM “Met
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SECTION 08700 - FINISH HARDWARE PAR
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2.03 MATERIALS A. Special Tools: 1.
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SET #AL-2 Doors: V02A 2 Continuous
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SET #04 SET #05 SET #06 SET #07 SET
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SET #14 SET #15 3 Door Silencers S1
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SECTION 08800 - GLASS AND GLAZING P
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A. Available Manufacturers: Subject
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C. Examine glass surfaces adjacent
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SECTION 08950 - INSULATED TRANSLUCE
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1.06 PROJECT CONDITIONS A. Field Me
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and mullions shall not exceed 4 for
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DIVISION 9 - FINISHES Section 09250
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c. Gold Bond Building Products Div.
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1. Comply with installation instruc
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108 Series), and the “Tile Handbo
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B. Porcelain Floor Tile (FT-6): 1.
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E. Penetrating Sealer: Non-yellowin
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C. Back Buttering: For installation
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A. Deliver acoustical ceiling units
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A. Coordination: Furnish layouts fo
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B. Install resilient flooring and a
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D. Maintain reference markers, hole
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PART 2 - PRODUCTS 2.01 MANUFACTURER
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flanges of obstructions. Extend car
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I. Operating Parts: Unless otherwis
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F. Lead content in pigment, if any,
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A. General: Apply paint in accordan
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B. Wall and Ceiling Paint Color: SW
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SECTION 10100 - VISUAL DISPLAY BOAR
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1. P3 ceramicsteel markerboard with
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SECTION 10170 - SOLID PHENOLIC PLAS
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a. Color and pattern as selected by
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SECTION 10350 - FLAGPOLES PART 1 -
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E. Halyard Flag Snaps: Provide two
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SECTION 10425 - SIGNAGE PART 1 GENE
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E. Anchors and Inserts: Use nonferr
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L / Principal 8” x 8” 1 PRINCIP
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SECTION 10520 - FIRE EXTINGUISHERS,
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SECTION 10800 - TOILET AND BATH ACC
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D. Framed Mirror Units, General: Fa
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DIVISION 11 - EQUIPMENT Section 111
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PART 3 - EXECUTION 3.01 INSTALLATIO
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1.05 DELIVERY A. Deliver appliances
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SHELLEY ELEMENTARY SCHOOL CLASSROOM
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Section 12492 - 2” Horizontal Alu
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2.03 FABRICATION 5. Lifting Mechani
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SECTION 12670 - ENTRANCE MATS PART
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SECTION 15010 - GENERAL PROVISIONS
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e corrected. No waiver of responsib
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changes in direction. It shall be e
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Provide six (6) corrected copies of
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shall turn over to the Owner this c
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The contractor shall comply with al
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6. Safety controls, safety valves,
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SECTION 15042 - TESTING PART 1.00 -
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SECTION 15043 - BALANCING PART 1.00
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perforated panels in the computer r
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Instrumentation List: A list of ins
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eams. These conditions are to be an
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Copper Piping in Domestic Water Ser
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lugs, and self-contained, pressure-
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HANGERS AND SUPPORTS: General: All
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NOTE: Valves 4" and smaller shall b
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PIPE SPECIALTIES FOR GROOVED END PI
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PRESSURE GAUGES: General: Provide p
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Starters shall be two-speed type or
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mechanical equipment. Shop drawings
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seismic restraints have been instal
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epresentative for approval prior to
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mechanical contractor shall be left
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alance, and operation. If valves ar
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emain straight against strains tend
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Fine crocus cloth or fitting brushe
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Portable Flow Meter Connections: In
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MINIMUM PIPE INSULATION INSULATION
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Insulation on all cold surfaces whe
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SECTION 15400 - PLUMBING PART 1.00
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expense. The fixtures shall be all
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sump receiver, and cast iron dome.
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1. Supply pipe extending from wall
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Basic Requirements: Install pipe sl
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Downfeed Hot Water Supply: Each dow
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Work Included Elsewhere: Undergroun
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Hose valves off standpipes shall be
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No piping or valve assemblies shall
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Mode of Operation Boiler shall incl
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___________________________________
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___________________________________
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AIR HANDLING UNIT: (AHU-1) Part 1
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___________________________________
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h. Door-mounted Line Start and Line
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___________________________________
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___________________________________
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___________________________________
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AIR SEPARATORS: Type: Provide air s
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PROTECTION AGAINST THE ELEMENTS: Th
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Approved sealer equal to "Hard Cast
Page 611 and 612:
Duct systems shall have a clearance
Page 613 and 614:
PRE-MANUFACTURED DUCTS: Runouts abo
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Louvers shall be Airolite, Air Bala
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Fan system shall not be operated to
Page 619 and 620:
Furnish and install at locations sh
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INSTALLATION OF DUCTS: All ducts sh
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Supply air ducts operating at press
Page 625 and 626:
1.2 SUBMITTALS A. Product Data - Ma
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A. Manufacturers: All components an
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samples, per input/output point. h.
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following additional control points
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devices. 4. Panel Wiring: Run all w
Page 635 and 636:
air flow. The discharge air tempera
Page 637 and 638:
secondary water differential temper
Page 639 and 640:
4.9 BOlLER ROOM below 100 Deg F. A.
Page 641 and 642:
4.15 GRAPHICS PAGES A. The followin
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Graphic 4 - Equipment Screen SEGO L
Page 645 and 646:
Graphic 6 - Chilled Water Screen SE
Page 647 and 648:
Graphic 8 - Air Handler Screen SEGO
Page 649 and 650:
4.16 DEMONSTRATION A. Completely ch
Page 652:
DIVISION 16 - ELECTRICAL Section 16
Page 655 and 656:
D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
Page 659 and 660:
I. All materials and equipment inst
Page 661 and 662:
F. Locations of items shown on the
Page 663 and 664:
connecting. Motor rotations shall b
Page 665 and 666:
3.16 FINAL OBSERVATION: A. Contract
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D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
Page 671 and 672:
I. All materials and equipment inst
Page 673 and 674:
F. Locations of items shown on the
Page 675 and 676:
connecting. Motor rotations shall b
Page 677 and 678:
3.16 FINAL OBSERVATION: A. Contract
Page 679 and 680:
deflection exceeding 1/100 of the s
Page 681 and 682:
Page 683 and 684:
PART 3 - EXECUTION 3.1 SPLICES AND
Page 685 and 686:
A. All conduits shall be ! inch min
Page 687 and 688:
U. All conduit leaving building env
Page 689 and 690:
E. Flush floor receptacles to be du
Page 691 and 692:
G. Operating handles shall be mount
Page 693 and 694:
a second ground bus bonded to the p
Page 695 and 696:
B. COMBINATION STARTER/DISCONNECTS
Page 697 and 698:
Page 699 and 700:
1.3 SUBMITTALS: Neutral to Ground 4
Page 701 and 702:
Page 703 and 704:
2.2 MATERIALS: A. Polystyrene lense
Page 705 and 706:
a. Where available as standard prod
Page 707 and 708:
K. Undercabinet and similar fixture
Page 709 and 710:
3.1 INSTALLATION: A. Label all rela
Page 711 and 712:
H. Transformer / latching relay des
Page 713 and 714:
size and weight moves only within o
Page 715 and 716:
PART 3 - EXECUTION 3.1 PERFORMANCE:
Page 717 and 718:
B. Division-16 Basic Materials and
Page 719 and 720:
automatic test reports every 24 hou
Page 721 and 722:
7. Lightning protection shall be a
Page 723 and 724:
A. Thermal detectors shall operate
Page 725 and 726:
3.2 DEVICE LOCATION A. Install smok
Page 727 and 728:
B. Related Sections: The following
Page 729 and 730:
agency must have established busine
Page 731 and 732:
3. One zone for corridor speakers.
Page 733 and 734:
Emergency announcements originating
Page 735 and 736:
E. PROGRAM DISTRIBUTION SYSTEM: 1.
Page 737 and 738:
2.4 WIRING: b. All ceiling-mounted
Page 739 and 740:
talk, and other impairments. Provid
Page 741 and 742:
D. Fasten all equipment securely in
Page 743 and 744:
B. Requests for substitution of oth
Page 745 and 746:
Page 747 and 748:
B. Requests for substitution of oth
Page 749 and 750:
B. Review and coordinate security s
Page 751 and 752:
Page 753 and 754:
1.2 REFERENCES: b. Providing 120V w
Page 755 and 756:
B. Perform no portion of the work r
Page 757 and 758:
guarantee period. Final payment sha
Page 759 and 760:
***All K Type terminations are to u
Page 761 and 762:
PART 3 - EXECUTION 3.1 INSTALLATION
Page 763 and 764:
e. All cables will be separated by
Page 765 and 766:
Page 768 and 769:
APPENDIX A - GEOTECHNICAL REPORT Th
Page 770:
! ! ! ! ! ! ! ! ! ! ! ! ! ! GEOTECH
Page 773 and 774:
! APPENDIX A ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 777 and 778:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
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! APPENDIX A Vicinity Map Site Plan
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B-1 Map provided by SL&A Architects
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PSI Job No.: 710-85060 Project: Pro
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PSI Job No.: 710-85060 Drilling Met
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PSI Job No.: 710-85060 Project: Pro
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Complete Compiled Specification.pdf - Peck Ormsby Construction

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