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Roof Replacement Specifications Riverside

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Roof Replacement Specifications Riverside ROOF REPLACEMENT SPECIFICATIONS RIVERSIDE HIGH SCHOOL 794 HAMMET BRIDGE RD. GREER, SOUTH CAROLINA 29650 PROJECT NO. GSP1010.059 Prepared For GREENVILLE COUNTY SCHOOL DISTRICT 301 CAMPERDOWN WAY GREENVILLE, SOUTH CAROLINA 29602 Prepared By RAYMOND ENGINEERING-GEORGIA, INC. GREER, SOUTH CAROLINA April 13, 2020 _______________________________ Brent A. Iverson, R.R.C., R.R.O. Greg Rivers, P.E. Raymond Engineering-Georgia, Inc. Riverside High School Project No. GSP1010.059 Roof Replacement SECTION 00 01 10 TABLE OF CONTENTS Division 00 – Procurement and Contracting Requirements Section 00 01 10 – Table of Contents The School District of Greenville County – Invitation for Bid Division 01 – General Requirements Section 01 11 00 – Summary of Work Section 01 22 13 – Unit Prices and Allowances Section 01 26 00 – Modification Procedures Section 01 29 73 – Schedule of Values Section 01 29 76 – Application for Payment Section 01 31 19 – Project Meetings Section 01 32 13 – Construction Schedules Section 01 33 00 – Submittals Section 01 33 23 – Shop Drawing, Product Data, and Samples Section 01 42 19 – Reference Standards Section 01 45 00 – Quality Control Section 01 50 00 – Temporary Facilities and Controls Section 01 60 00 – Product Requirements Section 01 66 00 – Storage and Protection Section 01 73 30 – Asbestos Products Section 01 74 00 – Cleaning Section 01 77 00 – Project Closeout Procedures Section 01 78 36 – Guaranties Section 01 78 39 – Project Record Documents Division 02 – Existing Conditions Section 02 41 13 – Selective Demolition and Preparations Division 05 – Metals Section 05 51 33 – Metal Ladders Division 06 – Wood, Plastics, and Composites Section 06 10 53 – Miscellaneous Rough Carpentry Division 07 – Thermal and Moisture Protection Section 07 14 14 – Terrace Deck Waterproofing Section 07 22 16 – Roof Board Insulation Section 07 26 00 – Vapor Retarder Section 07 51 05.01 – General Installation Procedures: Cold Applied Modified Bitumen Roofing Section 07 52 16 – SBS Modified Bituminous Membrane Roofing Section 07 53 23 – Ethylene Propylene Diene Monomer Section 07 60 00 – Flashing and Sheet Metal Section 07 92 00 – Joint Sealants Table of Contents 00 01 10 1 Raymond Engineering-Georgia, Inc. Riverside High School Project No. GSP1010.059 Roof Replacement Division 22 – Plumbing Section 22 05 29 – Hangers and Supports for Plumbing Piping and Equipment Drawings GENERAL G-001 COVER PAGE G-002 GENERAL NOTES AND LEGENDS G-003 PROJECT NOTES AND CODE INFORMATION G-004 SITE LAYOUT ARCHITECTURAL A-101.1 EXISTING ROOF PLAN - ROOF AREAS K, L, M, N, O, P, Q, S, T A-101.2 NEW ROOF PLAN - ROOF AREAS K, L, M, N, O, P, Q, S, T A-101.3 WIND ZONE ROOF PLAN - ROOF AREAS K, L, M, N, O, P, Q, S, T A-101.4 TAPERED INSULATION ROOF PLAN - ROOF AREAS K, L, M, N, O, P, Q, S, T A-102.1 EXISTING ROOF PLAN - ROOF AREAS A, B, C, D, E, F, G A-102.2 NEW ROOF PLAN - ROOF AREAS A, B, C, D, E, F, G A-102.3 WIND ZONE ROOF PLAN - ROOF AREAS A, B, C, D, E, F, G A-102.4 TAPERED INSULATION ROOF PLAN - ROOF AREAS A, B, C, D, E, F, G A-103.1 EXISTING ROOF PLAN - ROOF AREAS H, I, J, K A-103.2 NEW ROOF PLAN - ROOF AREAS H, I, J, K A-103.3 WIND ZONE ROOF PLAN - ROOF AREAS H, I, J, K A-103.4 TAPERED INSULATION ROOF PLAN - ROOF AREAS H, I, J, K A-104.1 EXISTING ROOF PLAN - ROOF AREA R A-104.2 NEW ROOF PLAN - ROOF AREA R A-104.3 WIND ZONE ROOF PLAN - ROOF AREA R A-104.4 TAPERED INSULATION ROOF PLAN - ROOF AREA R A-501 TYPICAL ROOFING DETAILS A-502 TYPICAL ROOFING DETAILS A-503 TYPICAL ROOFING DETAILS A-504 TYPICAL ROOFING DETAILS Table of Contents 00 01 10 2 Raymond Engineering-Georgia, Inc. Riverside High School Project No. GSP1010.059 Roof Replacement DIVISION 01 GENERAL REQUIREMENTS Division 01 General Requirements 1 Raymond Engineering-Georgia, Inc. Riverside High School Project No. GSP1010.059 Roof Replacement SECTION 01 11 00 SUMMARY OF WORK PART 1 – GENERAL 1.1 Work Covered by Contract Documents 1.1.1 Work under this Contract consists of furnishing all labor, materials and equipment necessary to perform the quality remedial re-roofing at Riverside High School, as shown on Drawing Nos. A- 101.1 through A104.4. The construction period will be divided into two Phases and the work will include, but is not necessarily limited to, the following: 1.1.2 Phase I 1.1.2.1 Roof Areas F, F1, N, O, P, Q, S, and T – (Concrete Decks) (a) Water test all roof drains prior to any work and report any blockages or other impediments to drainage to Owner and Designer, submit pre-work water test results to Designer for record. (b) Remove all existing coating and spray foam insulation down to the existing concrete decks, and discard. (c) Remove all existing membrane flashings, metal flashings, and miscellaneous items as specified herein, and discard. (d) Remove all existing coping caps and edge metal, and discard. (e) Remove all existing scuppers, conductors, and downspouts, and discard. (f) Remove all existing gutters and downspouts, and discard. (g) Remove all existing drain strainers, clamping rings and fasteners, and discard. (h) Remove all existing abandoned equipment curbs, sleepers, and related abandoned conduit penetrations, and discard. (i) Notify Designer and Owner prior to the removal of any abandoned equipment. (i) Remove existing unsound concrete and patch with new concrete (Unit Price # 1). (j) Remove and replace areas of deteriorated wood nailers (Unit Price # 2). (k) Remove and replace existing, damaged drains (Unit Price # 3). (l) Roof Area O: Remove existing solar heating system and related support structure and penetrations, and discard. (m) Clean existing concrete deck and provide pull tests to determine new vapor barrier adheres properly to the concrete substrate per the manufacturer’s requirements to achieve the specified uplift ratings. (n) Furnish and install new vapor barrier over the existing concrete deck, as specified herein. (o) Furnish and install new fully adhered 4” (2 layers) flat polyisocyanurate insulation boards to provide an R-20 (minimum), as specified herein. (p) Furnish and install new fully adhered tapered polyisocyanurate insulation system to provide an 1/4” per 1’ slope as indicated on the drawings and specified herein. (i) New tapered insulation systems shall be provided at Roof Areas F, F1, and O. (ii) New tapered insulation sumps and crickets shall be provided at all roof areas as indicated on the drawings. (q) Furnish and install new fully adhered ½” coverboard, as specified herein. (r) Furnish and install new cold applied two-ply modified bitumen membrane system, as specified herein. (s) Furnish and install new membrane flashings and metal flashings, as specified Summary of Work 01 11 00 1 Raymond Engineering-Georgia, Inc. Riverside High School Project No. GSP1010.059 Roof Replacement herein. (t) Apply new fibrated aluminum coatings to all base flashings and all parapet flashings, as specified herein. (u) Furnish and install new perimeter wood blocking as needed to match the height of the new insulation, as specified herein. (v) Furnish and install new coping caps and edge metal, as specified herein. (w) Furnish and install new scuppers, conductors, and downspouts, as specified herein. (x) Furnish and install new gutters and downspouts, as specified herein. (y) Furnish and install new drain strainers, clamping rings and fasteners, as specified herein. (z) Install new access ladder from Roof Area F to Roof Area F1 as indicated on Drawing Sheet A-102.2 and Detail 6/A-502. (aa) Scrape, prime, and paint all existing roof access hatches, as specified herein. (bb) Scrape, wire brush/sand, and paint existing gas lines, as specified herein. (cc) Furnish and install new pipe support stands and membrane protection pads at all existing gas lines, as specified herein. (dd) Furnish and install new walk-pads as indicated on the drawings and specified herein. (ee) Furnish and install new copper condensate lines and P-traps with new pipe support stands and membrane protection pads, as specified herein. (ff) Water test all roof drains prior to Final Acceptance and report any blockages or other impediments to drainage to Owner and Designer. Contractor to provide all work and testing required to ensure that drains operate equal to or better than pre-work water test results. Submit final water test results for record. 1.1.2.2 Roof Areas F2, O1 – O4, P1 – P3, S1 – S3, and T1 – T3 (Metal Decks) (a) Remove all existing coating, spray foam insulation, and gypsum board down to the existing metal decks, and discard. (b) Remove all existing membrane flashings, metal flashings, and miscellaneous items as specified herein, and discard. (c) Remove all existing edge metal, and discard. (d) Remove all existing gutters and downspouts, and discard. (e) Remove and replace areas of deteriorated wood nailers (Unit Price # 2). (f) Furnish and install new mechanically attached 4” (2 layers) flat polyisocyanurate insulation boards to provide an R-20 (minimum), as specified herein. (g) Furnish and install new mechanically attached ½” coverboard, as specified herein. (h) Furnish and install new fully adhered EPDM membrane roof system, as specified herein. (i) Furnish and install new membrane flashings and metal flashings, as specified herein. (j) Furnish and install new perimeter wood blocking as needed to match the height of the new insulation, as specified herein. (k) Furnish and install new coping caps and edge metal, as specified herein. (l) Furnish and install new gutters and downspout, as specified herein. 1.1.2.3 Roof Area R (Terrace – Concrete Deck) (a) Remove all existing concrete pavers, and store for re-use.
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